JP2013253376A - Liquefaction prevention structure and liquefaction prevention method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a liquefaction prevention structure having a configuration capable of keeping an inclination of a structure at 3/1,000 or less even on the occurrence of earthquakes and the like, and a liquefaction prevention method.SOLUTION: Ground improvement wall bodies 2 arranged in a lattice shape in a plan view are constructed to a depth equivalent to at least a quarter of the depth of liquefaction ground X. A shallow layer ground improvement body, in which subsurface ground surrounded by the lattice-shaped ground improvement wall bodies 2 has a watertight structure, is constructed to a position close to the ground improvement wall bodies 2. The weight of an upper structure 5 on the shallow layer ground improvement body 3 is borne by ground directly below it in each square surrounded by the lattice-shaped ground improvement wall bodies 2.

Description

  This invention belongs to the technical field of a construction method for preventing liquefaction and a structure for preventing liquefaction by constructing a grid-like ground improvement wall body in a plan view only on the liquefied ground immediately below the structure. More specifically, the present invention relates to a liquefaction prevention structure and a liquefaction prevention construction method that can suppress the inclination of a structure to 3/1000 or less even when an earthquake or the like occurs.

Since the 1964 Niigata earthquake, research on the liquefaction problem has progressed, and many liquefaction countermeasure methods have been developed. However, the Great East Japan Earthquake in 2011 caused damage due to liquefaction that had not been anticipated until now, mainly in houses in the Urayasu area of Chiba Prefecture, and highlighted the new issue of liquefaction countermeasures for individual residential land.
Conventionally, as a liquefaction countermeasure method for large buildings, a liquefaction-resistant grid-like deep mixing method (TOFT method) for improving the liquefied ground in a lattice shape has been known and has already been built on many liquefied grounds. This is a highly reliable method that prevented liquefaction during the Hyogoken-Nanbu Earthquake.
This liquefaction-resistant grid-like deep mixing method uses non-liquefaction ground on a soft ground directly under the structure or a ground-improved wall with a lattice wall shape closed in plan view in a ground that may be liquefied. It is a method of construction to a depth that reaches (for example, about 20 m from the ground).
In view of this, a proposal has also been made to construct a grid-like ground improved wall body in a private residential land by the liquefaction-resistant grid-like deep mixing method. However, in order to construct a grid-like ground improvement wall body to the depth that reaches the non-liquefied ground from the ground, considerable construction costs are necessary, and there is a problem that the cost for the liquefaction prevention structure of private residential land is high. is there. In addition, the grid-like ground improvement wall body improved by the same method can reliably suppress subsidence directly under the structure at the time of the earthquake, but the liquefaction measures are not implemented on the road around the personal residential land, There is also a problem that a large step occurs between the road and the residential land. Therefore, in view of the above problems, it is difficult to prevent the liquefaction of personal residential land by constructing the grid-like ground improvement wall body to the depth of the non-liquefaction ground by the liquefaction-resistant grid-like deep mixing method. I came to a conclusion.
Thus, a structure and construction method for preventing liquefaction by constructing a grid-like ground improvement wall body only in a portion directly under the structure in plan view has been proposed, and disclosed in, for example, Patent Documents 1 and 2 below. Yes.

  The liquefaction prevention structure disclosed in the following Patent Document 1 is for suppressing the liquefaction of the liquefied ground between the non-liquefied ground of the liquefied ground and the lower end of the ground improvement wall body against an assumed earthquake. The wall height of the ground improvement wall body is set so that the excess pore water pressure ratio of the liquefied ground near the lower end of the ground improvement wall body is 0.8 or less and the shear strain is 0.01 or less. . Since it is not necessary to construct the wall height of the ground improvement wall body (area of countermeasure work) to the non-liquefied ground, an economically inexpensive liquefaction prevention structure can be realized.

  The liquefaction prevention structure disclosed in the following Patent Document 2 has a structure in which a lattice-like floating ground improvement wall body is constructed in a plan view at a position isolated from the non-liquefaction ground in the liquefaction ground. A bottoming structure is constructed that is bottomed or embedded in the non-liquefied ground and abuts on a part of the side surface of the ground improvement wall. Even when an earthquake occurs, the horizontal displacement of the ground improvement wall is suppressed, and the horizontal displacement difference between the non-liquefied ground and the ground improvement wall is small. The shear strain of the liquefied ground during the period is suppressed, and the ground deformation can be suppressed even if the liquefaction of the ground is suppressed or liquefied without incurring a great expense.

  The liquefaction prevention structure disclosed in the following Patent Document 3 is a liquefied ground directly under a structure, where a rectangular outer peripheral improvement portion is constructed in plan view, and the entire surface is improved to close the upper opening of the outer peripheral improvement portion. It is the structure which constructed | assembled the part integrally with the said outer periphery improvement part.

Japanese Patent No. 4370359 JP 2011-127417 A JP 2011-226254 A

The liquefaction prevention structure disclosed in Patent Documents 1 and 2 above is a structure in which a grid-like ground improvement wall body is constructed only in the upper part of the liquefied ground, which is the direct foundation of the structure, Compared to the conventional construction for constructing a wall with improved ground, it can be constructed at a very low cost.
However, since the liquefaction prevention structure disclosed in Patent Documents 1 and 2 is not a structure intended for liquefaction ground directly under a private residential land, the liquefaction prevention structure for a private residential land is still a wall of a ground improvement wall body. There is a problem that the height is large and the cost is high, and it is necessary to further reduce the wall height.
If the wall height of the improved grid-like ground wall is reduced, the water in the liquefied ground will overflow to the ground due to an earthquake, etc., causing the water pressure in the liquefied ground to propagate and the water pressure in the grid to rise and liquefy Will occur. Therefore, if each of the meshes of the grid-like ground improvement wall is closed, the water in the liquefied ground will not overflow to the ground due to an earthquake, etc., so even if the water pressure of the liquefied ground propagates, Since the gradient is suppressed, liquefaction can be prevented and the wall height of the grid-like ground improvement wall can be reduced.

The liquefaction prevention structure disclosed in Patent Document 3 is a structure in which an entire surface improvement portion that closes the upper opening of the outer periphery improvement portion is constructed integrally with the outer periphery improvement portion.
However, when an earthquake or the like occurs, if the excess pore water pressure ratio increases in the ground surrounded by the outer periphery improved portion, the ground sinks, and a gap is generated between the settled ground and the entire surface improved portion. For this reason, the entire surface improvement layer is cracked and collapsed by the weight of the structure, and the structure may be largely inclined.

By the way, in the Ministry of Construction Notification No. 1653, there is a report that the inclination angle of the structure is less than 3/1000, which is considered to be less likely to cause wrinkles in the major parts in terms of structural strength when an earthquake or the like occurs. ing.
The load of structures constructed by house makers is often 1 t / m ² or less, and even if liquefaction occurs at the time of an earthquake, it is considered that there is no significant inclination. If the structure in the lattice can be suppressed to the same degree of inclination as the lattice-like improvement body in the ground, it is considered that the inclination of the structure can be suppressed to 3/1000 or less even if liquefaction occurs. .

  An object of the present invention is to provide a grid-like ground improvement wall body in a plan view so that the inclination of the structure can be suppressed to 3/1000 or less even when an earthquake or the like occurs. It is to provide a liquefaction prevention structure and a liquefaction prevention construction method that can be economically and inexpensively constructed by constructing only the above.

As means for solving the above-described problems of the prior art, the liquefaction prevention structure according to the invention described in claim 1 is:
A liquefaction prevention structure for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in a plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice-like arrangement in a plan view is constructed to at least 1/4 of the depth of the liquefied ground X,
A shallow ground improvement 3 having a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall 2 is constructed to a position close to the ground improvement wall 2.
The weight of the upper structure 5 on the shallow ground improvement body 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

The liquefaction prevention structure according to the invention described in claim 2 is:
A liquefaction prevention structure for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in a plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement in a plan view is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m,
A shallow ground improvement 3 having a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall 2 is constructed to a position close to the ground improvement wall 2.
The weight of the upper structure 5 on the shallow ground improvement body 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

The invention described in claim 3 is the liquefaction prevention structure according to claim 1 or 2,
The shallow ground improvement body 3 surrounded by the grid-like ground improvement wall body 2 has a surface ground in a range in contact with the lower structure of the existing structure 5 from a position close to the inner surface of the grid-like ground improvement wall body 2. It is characterized by being constructed up to.

The invention described in claim 4 is the liquefaction prevention structure according to any one of claims 1 to 3,
The shallow ground improvement 3 for the surface ground surrounded by the grid-like ground improvement wall 2 is constructed to a position close to the ground improvement wall 2, and the ground improvement wall 2 and the shallow ground improvement 3 It is characterized in that the filler 4 is filled in the boundary portion.

The liquefaction prevention structure according to the invention described in claim 5 is:
A liquefaction prevention structure for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in a plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement in a plan view is constructed to a depth of at least 1/4 of the depth of the liquefied ground X, and the ground in the grid surrounded by the grid ground improvement wall body 2 is formed. A sealing material 6 is installed inside the ground to form a watertight structure.
The weight of the upper structure 5 on the ground in each square surrounded by the grid-like ground improvement wall body 2 is borne by the direct ground base in the same grid.

The liquefaction prevention structure according to the invention described in claim 6 is:
A liquefaction prevention structure for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in a plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement in a plan view is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m, and the ground in the grid surrounded by the grid ground improvement wall body 2 A sealing material 6 is installed inside the ground to form a watertight structure.
The weight of the upper structure 5 on the ground in each square surrounded by the grid-like ground improvement wall body 2 is borne by the direct ground base in the same grid.

The invention described in claim 7 is the liquefaction prevention structure according to any one of claims 1 to 6,
The grid-like ground improvement wall body 2 is edge-cut with a gap formed in a wall body forming individual cells, a wall body surrounding a plurality of adjacent cells, or an intermediate portion in the thickness direction of all wall bodies. Further, the present invention is characterized in that the edge cutting member 7 is provided at the intermediate portion and each grid cell is made independent.

The invention described in claim 8 is the liquefaction prevention structure described in claim 7,
A plurality of hard bars 7a are installed in the middle part in the thickness direction of the grid-like ground improvement wall 2 together with the edge cutting material 7 with a certain interval.

The invention described in claim 9 is the liquefaction prevention structure according to any one of claims 1 to 6,
The grid-like ground improvement wall body 2 is formed by inserting edge-cutting material 7b into a wall body forming individual grids, a wall body surrounding a plurality of adjacent grids, or an intermediate part in the thickness direction of all the wall bodies. And is a configuration in which each cell of the lattice is made independent.

The liquefaction prevention method according to the invention described in claim 10 is:
A liquefaction prevention method for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement as viewed in plan is constructed to at least 1/4 of the depth of the liquefied ground X,
The surface layer ground surrounded by the grid-shaped ground improvement wall body 2 is constructed to a position close to the ground improvement wall body 2 by forming a shallow ground improvement 3 having a watertight structure,
The weight of the upper structure 5 on the shallow ground improvement body 2 is caused to be borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

The liquefaction prevention method according to the invention described in claim 11 is:
A liquefaction prevention method for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement as viewed in plan is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m,
The surface layer ground surrounded by the grid-shaped ground improvement wall body 2 is constructed to a position close to the ground improvement wall body 2 by forming a shallow ground improvement 3 having a watertight structure,
The weight of the upper structure 5 on the shallow ground improvement body 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

The liquefaction prevention method according to the invention described in claim 12 is:
A liquefaction prevention method for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a lattice arrangement as viewed in plan is constructed to a depth of at least 1/4 of the depth of the liquefied ground X, and the ground in the grid surrounded by the lattice ground improvement wall body 2 is formed. A sealing material 6 is installed inside the ground to form a watertight structure.
The weight of the upper structure 5 on the ground in each square surrounded by the grid-like ground improvement wall body 2 is borne by the direct ground base in the same grid.

The liquefaction prevention method according to the invention described in claim 13 is:
A liquefaction prevention method for preventing liquefaction due to an earthquake or the like by constructing a ground improvement wall body 2 in a lattice arrangement in plan view on the liquefaction ground X existing immediately below the structure 5,
The ground improvement wall body 2 having a grid arrangement as viewed in plan is constructed from the groundwater level position of the liquefied ground X to a depth of at least 1 m, and the ground in the grid surrounded by the grid ground improvement wall body 2 A sealing material 6 is installed inside the ground to form a watertight structure.
The weight of the upper structure 5 on the ground in each square surrounded by the grid-like ground improvement wall body 2 is borne by the direct ground base in the same grid.

The liquefaction prevention structure and the liquefaction prevention method according to claims 1 to 4 and 7 to 11 are at least from the depth of at least 1/4 of the total depth of the liquefied ground X, or at least from the position of the groundwater level of the liquefied ground X. Compared with the conventional liquefaction prevention structure and liquefaction prevention construction method that improves the ground to non-liquefied ground Y because it is a construction that constructs the ground improvement wall body 2 in a lattice arrangement when viewed in plan to a depth of 1 m. Thus, the construction cost and the construction period can be greatly reduced.
Further, since the shallow ground improvement 3 having a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall 2 is constructed to a position close to the ground improvement wall 2, the shallow ground improvement 3 The rigidity of the liquefied ground X can prevent the water in the liquefied ground X from overflowing to the ground, and even if the water pressure of the liquefied ground X propagates, the hydrodynamic gradient in the grid is suppressed. Liquefaction in the enclosed ground can be prevented.
In addition, the load on the structure 5 constructed on the shallow ground improvement body 3 can be transmitted to the ground in the lattice, and the restraining effect of the ground in the lattice is enhanced, so the liquefaction of the ground in the lattice is effective. Can be blocked.
Even if an earthquake or the like occurs and the ground in the lattice sinks, the shallow ground improvement body 3 sinks following the sinked ground, so the structure 5 on the shallow ground improvement body 3 is almost The inclination of the structure 5 can be reduced to 3/1000 or less as defined in the Ministry of Construction Notification No. 1653.

The liquefaction prevention structure and the liquefaction prevention method according to claims 5 to 9, 12 and 13 are at least up to a quarter depth of the total depth of the liquefied ground X, or at least from the position of the groundwater level of the liquefied ground X. Compared with the conventional liquefaction prevention structure and liquefaction prevention construction method that improves the ground to non-liquefied ground Y because it is a construction that constructs the ground improvement wall body 2 in a lattice arrangement when viewed in plan to a depth of 1 m. Thus, the construction cost and the construction period can be greatly reduced.
In addition, since the sealing material 6 that closes the ground in each square surrounded by the grid-like ground improvement wall body 2 is installed in the ground to form a watertight structure, the foundation ground and the structure above the sealing material 6 are structured. The weight of the object 5 prevents the water in the liquefied ground X from overflowing to the ground due to an earthquake or the like, resists the water pressure from below the sealing material 6, and the water pressure of the liquefied ground X propagates. Since the hydrodynamic gradient in the grid is suppressed, liquefaction in the ground surrounded by the grid-like ground improvement wall 2 can be prevented.
Furthermore, since the upper load of the upper structure 5 on the ground in each grid surrounded by the grid-like ground improvement wall body 2 can be transmitted to the ground inside the grid, the restraining effect of the ground in the grid is enhanced. Liquefaction of the ground in the lattice can be effectively prevented.
Even if an earthquake or the like occurs and the ground in the lattice sinks, the sealing material 6 sinks following the sinked ground, so that the structure 5 on the shallow ground improvement body 3 is almost uniform. The inclination of the structure 5 can be reduced to 3/1000 or less as defined in the Ministry of Construction Notification No. 1653.

(A) is sectional drawing which showed the liquefaction prevention structure of Example 1, (B) is explanatory drawing when an earthquake etc. act on the liquefaction prevention structure shown in (A). (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 1, (B) is the graph which showed the input ground motion. (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 1, (B) is the graph which showed the input ground motion. It is sectional drawing which showed embodiment from which the liquefaction prevention structure of Example 1 differs. It is sectional drawing which showed the Example which constructed | assembled the large sized structure on the liquefaction prevention structure. It is sectional drawing which showed the Example which built the seawall on the liquefaction prevention structure. (A) is sectional drawing which showed the liquefaction prevention structure of Example 2, (B) is sectional drawing which showed different embodiment of the liquefaction prevention structure of Example 2. FIG. (A)-(C) are the top views which showed the relationship between a ground improvement wall body and an edge cutting material. It is sectional drawing which showed the liquefaction prevention structure of Example 3. (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 9, (B) is the graph which showed the input earthquake motion. (A) is sectional drawing which showed the liquefaction prevention structure of Example 4, (B) is explanatory drawing when an earthquake etc. act on the liquefaction prevention structure shown in (A). 6 is a cross-sectional view showing a liquefaction prevention structure of Example 5. FIG.

  In the liquefaction prevention structure according to the present invention, the ground improvement wall body 2 arranged in a lattice form in a plan view is constructed to at least 1/4 of the depth of the liquefaction ground X. A shallow ground improvement 3 having a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall 2 is constructed to a position close to the ground improvement wall 2. The weight of the upper structure 5 on the shallow ground improvement body 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

  In the liquefaction prevention method according to the present invention, the ground improvement wall body 2 having a lattice arrangement as viewed in plan is constructed to at least 1/4 of the depth of the liquefaction ground X. A shallow ground improvement 3 having a watertight structure is applied to the surface ground surrounded by the grid-like ground improvement wall 2 to a position close to the ground improvement wall 2. The weight of the upper structure 5 on the shallow ground improvement body 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall body 2.

Below, the liquefaction prevention structure and liquefaction ground construction method concerning this invention are demonstrated based on the Example shown in FIGS.
First, FIGS. 1A and 1B show a liquefaction prevention structure 1 and a liquefaction prevention construction method of Example 1. FIG.
The liquefaction prevention structure 1 shown in FIG. 1 is mainly for the purpose of preventing liquefaction of private residential land. When a newly constructed structure 5 is constructed on the liquefied ground X, the structure 5 is constructed. Before, it is the structure which builds the ground improvement wall body 2 of a grid | lattice arrangement | positioning seeing planarly on the upper part of the liquefied ground X located directly under the structure 5. FIG. The symbol Y in the figure indicates a non-liquefied ground at a depth of 15 m from the ground as an example.

The liquefaction prevention structure 1 shown in FIG. 1 has a wall-like, grid-like ground improvement wall body 2 in a plan view, and has a depth of at least 1/4 of the depth of the liquefaction ground X (illustrated example). In this case, the shallow ground improvement 3 that is constructed to have a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall body 2 is constructed on the entire surface of the square and close to the ground improvement wall body 2. It is a construction where the grid is closed up to the position. The term “until close to the ground improvement wall body 2” refers to a state in which the ground improvement wall body 2 is not separated from the ground improvement wall body 2 by, for example, 5 cm or more.
After constructing the liquefaction prevention structure 1, the structure 5 is constructed on the shallow ground improvement body 3 in each square surrounded by the lattice-like ground improvement wall body 2, and the shallow ground improvement body The weight of the upper structure 5 on the top 3 is borne by the direct ground base in each square surrounded by the grid-like ground improvement wall 2 to transmit the load on the top structure 5 to the ground inside the grid. To increase the restraint effect of the ground in the lattice.

Briefly explaining the construction of the grid-like ground improvement wall 2, first, a ground improvement body that is continuous in a substantially vertical wall shape is created in parallel in the liquefied ground by a conventionally known ground improvement method. The ground improvement body is formed by a deep mixing method using a conventionally known ground improvement machine, a soil mixing wall method, or the like. A stabilizer such as cement milk is injected into the excavated soil in the original position, mixed and stirred, and a part of the improved pillars is wrapped to create a continuous columnar ground improvement body using a ground improvement machine to form a grid-like ground The improved wall body 2 is constructed.
After the grid-like ground improvement wall body 2 is formed, the shallow ground improvement body 3 that closes each square of the grid-like ground improvement wall body 2 is the same as the construction of the ground improvement wall body 2 over the entire area within the square. In addition, it is constructed by a conventionally known ground improvement method.
Note that the vertical and horizontal width dimensions of the lattice as viewed in plan are, for example, about 14 m × 14 m. The thickness of the ground improvement wall body is about 1.0 m as an example. The shallow ground improvement body 3 is constructed to a depth of about 1.0 m from the ground.

Here, the result of the centrifugal model vibration experiment conducted by the inventors of the present application for confirming the effectiveness of the liquefaction prevention structure 1 will be described with reference to FIGS.
FIG. 2A shows an earthquake input (maximum acceleration is 402 gal) shown in FIG. 2B with respect to the weight of the structure of 1.5 tf / m ^{2 in} the liquefaction prevention structure 1 having the configuration shown in FIG. It shows the experimental results when. The vertical axis represents the excess pore water pressure ratio, and the horizontal axis represents the time history of the input ground motion shown in FIG. When the excess pore water pressure ratio reaches 1.0, the ground X liquefies.
According to this experimental result, it is confirmed that the excess pore water pressure ratio gradually increases around 10 seconds, reaches 0.4 around 20 seconds, and then becomes leveled out around 0.4. did it. That is, it was confirmed that the ground surrounded by the grid-like ground improved wall 2 was not liquefied. Therefore, as a result of measuring the amount of settlement of the structure 5 and the inclination angle, it was confirmed that the amount of settlement of the structure 5 was 79.4 mm and the inclination was 0.54 / 1000.
Therefore, since the inclination of the structure 5 can be suppressed to 3/1000 or less defined in the Ministry of Construction Notification No. 1653, the effectiveness of the liquefaction prevention structure 1 according to the present invention can be confirmed.

Next, FIG. 3 (A) shows a plan view in which the depth of the liquefied ground is 15 m from the ground, and continues in a wall shape from the ground to a depth of 7.5 m, which is 1/2 the depth. When a lattice-like ground improvement wall body is constructed and a structure is constructed on the shallow ground improvement body in each square surrounded by the lattice-like ground improvement wall body as shown in FIG. The experimental result when the earthquake input shown (maximum acceleration is 319 gal) acts is shown. The vertical axis represents the excess pore water pressure ratio, and the horizontal axis represents the time history of the input earthquake motion shown in FIG.
According to this experimental result, it is confirmed that the excess pore water pressure ratio gradually increases around 12 seconds, reaches 0.3 around 20 seconds, and then becomes leveled off around 0.3. did it. That is, it was confirmed that the ground surrounded by the grid-like ground improved wall body was not liquefied.
Then, when the amount of subsidence and the inclination angle of the structure were confirmed, it was confirmed that the subsidence was 77.7 mm and the inclination was 1.86 / 1000.
Therefore, since the inclination of the structure can be suppressed to 3/1000 or less, the effectiveness of the liquefaction prevention structure according to the present invention was confirmed.

Therefore, the liquefaction prevention structure and the liquefaction prevention method of Example 1 are a ground improvement wall having a lattice arrangement in plan view, which continues in a wall shape up to at least 1/4 of the total depth of the liquefaction ground X. Since it is the structure which builds the body 2, compared with the conventional liquefaction prevention structure which improves the ground to the non-liquefaction ground Y, a construction cost and a construction period can be reduced significantly.
In addition, the rigidity of the shallow ground improvement body 3 can prevent the water in the liquefied ground X from overflowing to the ground, and even if the water pressure of the liquefied ground X propagates, the hydrodynamic gradient in the lattice is suppressed. Liquefaction in the ground surrounded by the grid-like ground improvement wall 2 can be prevented.
Furthermore, since it is the structure which bears the weight of the superstructure 5 on the shallow ground improvement body 3 to the direct ground foundation in each square enclosed by the grid-like ground improvement wall body 2, the shallow ground improvement body 3 The upper load of the structure 5 constructed above can be transmitted to the ground in the lattice, the restraining effect of the ground in the lattice can be enhanced, and the liquefaction of the ground in the lattice can be effectively prevented.
As shown in FIG. 1 (B), even if an earthquake occurs and the height of the ground decreases, the shallow ground improvement body 3 sinks following the sinked ground, and the shallow ground improvement body 3 The upper structure 5 can be lowered substantially uniformly, and the inclination of the structure 5 can be suppressed to 3/1000 or less as defined in the Ministry of Construction Notification No. 1653.

  In addition, as shown in FIG. 4, the liquefaction prevention structure 1 of Example 1 is the groundwater level of the liquefied ground X in the ground improvement wall body 2 which is continuous in the shape of a wall and arranged in a lattice shape when seen in a plan view. Constructed to a position close to the ground improvement wall 2 constructed from a position of at least 1 m to the depth of at least 1 m, and a shallow ground improvement 3 having a watertight structure with respect to the surface ground surrounded by the grid-like ground improvement wall 2 Can also be implemented. Since the ground is liquefied at a portion below the groundwater level, the grid-like ground improvement wall body 2 is required to be below the groundwater level, and is based on the theory that it is effective if it is at least 1 m or less.

Moreover, although the liquefaction prevention structure 1 of Example 1 shown in FIGS. 1-4 demonstrated liquefaction prevention in a private residential land as a structure, for example, as shown in FIG. It can be implemented in a configuration in which a large structure 50 is installed. In the configuration shown in FIG. 5, the foundation load of the structure 5 is positively transmitted to the shallow ground improvement body 3. In other words, the load on the structure 50 constructed on the shallow ground improvement body 3 can be transmitted to the ground inside the lattice, and the restraining effect of the ground in the lattice is enhanced. The liquefaction in the ground can be effectively suppressed.
Moreover, as shown in FIG. 6, the liquefaction prevention structure 1 shown in FIGS. 1-4 can also be implemented by the structure which constructed the seawall 51 on the liquefaction prevention structure 1. FIG.

The grid-like ground improvement wall body 2 of the liquefaction prevention structure 10 shown in FIGS. 7A and 8A is a wall body that forms individual cells, or a wall that surrounds a plurality of adjacent cells, or all of them. For example, a gap of about 0.5 m is formed in the middle part of the wall of the wall in the thickness direction, and the middle part is filled with crushed stone or non-liquefied soil as the edge cutting material 7 so as to form each grid. It is the structure which is made independent and does not transmit the deformation | transformation of the adjacent ground improvement wall body 2, and a displacement.
For example, in the liquefaction prevention structure 1 described in the first embodiment, when the structure 5 exists only in the grid of one lattice and an unbalanced load is applied, the structure 5 may be greatly inclined. confirmed.
With the configuration of the liquefaction prevention structure 10 of Example 2 shown in FIGS. 7 (A) and 8 (A), each grid of the lattice is made independent and the deformation and displacement of the adjacent ground improvement wall body 2 are transmitted. Since the structure is not present, the inclination of the structure 5 can be reliably suppressed even when the structure 5 exists only in the grid of one of the lattices and an unbalanced load is applied. For example, it is effective in that the tilt of the structure 5 can be effectively suppressed when the structure constructed in one cell is demolished and the structure exists only in the other cell.

  By the way, according to the three-dimensional FEM analysis conducted by the inventors of the present application, when an earthquake input (maximum acceleration is 207 gal) acts on the liquefaction prevention structure 10 shown in FIG. The amount of settlement was 168.8 mm, and the inclination of the structure was 1.17 / 1000, confirming the effectiveness of the liquefaction prevention structure 10 shown in FIG.

In addition, in the structure which provided the said edge cut material 7 and made the grid cell independent, when an earthquake etc. generate | occur | produce in the state where the structure 5 was constructed | assembled as shown in FIG. 1, the edge cut material 7 will be soft. As a result, the local wall improvement wall body 2 is inclined toward the edge cutting member 7, and as a result, the structure 5 may be inclined.
Therefore, as shown in FIG. 8 (B), by filling a gap between the edges with crushed stone or non-liquefied soil as the edge cutting material 7, and by installing a plurality of hard bars 7a at regular intervals. The bar 7a suppresses unnecessary displacement and deformation between the ground improvement wall bodies 2 and 2 while making the configuration in which the lattices of the lattice are made independent and the deformation and displacement of the adjacent ground improvement wall bodies 2 are not transmitted.
That is, even if the ground improvement wall bodies 2, 2 adjacent to each other due to an earthquake or the like are inclined toward the edge cutting material 7, useless displacement and deformation between the ground improvement wall bodies 2, 2 can be suppressed. Therefore, the ground improvement wall body 2 is not inclined due to the edge cutting material 7, and the inclination of the structure 5 can be prevented.

  Further, as shown in FIG. 8C, the thickness direction of the adjacent ground improvement wall bodies 2 and 2 is not solidified immediately after the construction of the ground improvement wall body 2 forming the grid of the adjacent lattice. Two rubber-like plate members 7b and 7b (thickness of about 5 cm) are inserted as edge cutting members 7 in the middle part of the plate, and edge cutting is performed to ensure sliding between the two plate members 7b and 7b, and each grid cell is made independent. It can also be implemented as a configuration. However, only one rubber-like plate material 7b used as the edge cutting material can be inserted for edge cutting.

  In addition, although the said edge cutting material 7 is preferable to implement by the structure provided to the same depth as the ground improvement wall body 2 as shown to FIG. 7 (A), as shown to FIG. 7 (B), It can also be implemented with a configuration provided only in the upper part of the ground improvement wall 2.

The liquefaction prevention structure 11 shown in FIG. 9 shows an embodiment in the case of constructing the liquefaction prevention structure according to the present invention around an existing structure.
When the shallow ground improvement body 3 is constructed, if there is an existing structure 5, it is difficult to construct the shallow ground improvement body 3 on the lower surface of the existing structure 5.
Therefore, the liquefaction prevention structure 11 of Example 3 is configured so that the shallow ground improvement body 3 of the surface layer ground surrounded by the grid-like ground improvement wall body 2 is located from the position close to the inner side surface of the grid-like ground improvement wall body 2. It is the structure constructed to the surface layer ground of the range which touches the lower structure of the existing structure 5.

FIG. 10 (A) shows the result of a centrifugal model vibration experiment conducted by the inventors of the present application to confirm the effectiveness of the liquefaction prevention structure shown in FIG. 9, and the weight of the structure is 1.5 tf / respect m ^2, seismic input shown in FIG. 10 (B) (maximum acceleration 289Gal) indicates the experimental results when working.
According to the experimental results shown in FIG. 10 (A), the excess pore water pressure ratio gradually increases around 10 seconds, reaches 0.2 around 25 seconds, and then remains flat around 0.2. It was confirmed that it was in a state. That is, it was confirmed that the ground surrounded by the grid-like ground improved wall 2 was not liquefied. Therefore, as a result of measuring the sinking amount and inclination angle of the structure 5, it was confirmed that the sinking amount of the structure 5 was 100.1 mm and the inclination was 0.87 / 1000.
Therefore, since the inclination of the structure 5 can be suppressed to 3/1000 or less, the effectiveness of the liquefaction prevention structure 11 shown in FIG. 9 was confirmed.

The liquefaction prevention structure 12 shown in FIG. 11 (A) is the liquefaction prevention structure of Examples 1 to 3 described above, and the filler 4 is provided at the boundary between the ground improvement wall body 2 and the shallow ground improvement body 3. It features a structure that is filled to form a watertight structure.
As an example, a clearance of about 0.05 m is provided at the boundary between the ground improvement wall body 2 and the shallow ground improvement body 3, and the boundary part is filled with clay or rubber material as the filler 4. And it has a watertight structure. However, the filler 4 is not limited to the material. In short, any other material can be used in the same manner as long as it is a viscoelastic material that can fill the boundary and achieve a watertight structure.

  As shown in FIG. 11 (B), the liquefaction prevention structure 12 of Example 4 also follows the ground on which the shallow ground improvement body 3 sinks even if an earthquake occurs and the height of the ground decreases. The structure 5 on the shallow ground improvement body 3 can be lowered substantially uniformly, and the inclination of the structure 5 can be suppressed to 3/1000 or less.

Next, FIG. 12 shows the liquefaction prevention structure 13 and the liquefaction prevention method of Example 5.
In the liquefaction prevention structure and the liquefaction prevention method of Example 5, the wall-like continuous grid-like ground improvement wall body 2 as viewed in a plane is reduced to a depth of at least 1/4 of the depth of the liquefaction ground. Or it is the same structure as the liquefaction prevention structure of Examples 1-4 mentioned above that it is the structure (refer FIG. 4) constructed | assembled from the position of the groundwater level of the liquefied ground X to the depth of at least 1 m.
The liquefaction prevention structure 13 of Example 5 is provided with a sealing material 6 such as a granular rubber material or a vinyl sheet that closes the ground in each grid surrounded by the grid-like ground improvement wall 2 and about 1 m from the ground. It is a configuration characterized by being installed inside the ground and having a watertight structure inside the grid mesh. The sealing material 6 is not limited to the material. In short, any material that can achieve the watertight structure of the grid-like ground improvement wall body 2 can be implemented in the same manner.
And after constructing the liquefaction prevention structure 13 of Example 5, the structure 5 is constructed on the ground in each square surrounded by the grid-like ground improvement wall body 2, and the weight of the upper structure 5 is increased. The load is applied to the straight base plate in each square surrounded by the grid-like ground improvement wall 2. That is, the upper load of the upper structure 5 is transmitted to the ground in the grid, thereby enhancing the restraining effect of the ground in the grid.
Note that the liquefaction prevention structure 13 shown in FIG. 12 can also be implemented with a construction in which the large structure 50 shown in FIG. 6 and the seawall 51 shown in FIG. 7 are constructed.

The liquefaction prevention structure and the liquefaction prevention method of Example 5 are also formed in a wall shape up to a depth of at least 1/4 of the total depth of the liquefaction ground X or a depth of at least 1 m from the position of the groundwater level of the liquefaction ground X. Compared to the conventional liquefaction prevention structure that improves the ground up to the non-liquefied ground Y, it is a construction cost because it is constructed to construct a continuous ground improvement wall body 2 that is arranged in a lattice pattern when viewed in plan. In addition, the construction period can be reduced.
In addition, since the sealing material 6 that closes the ground in each square surrounded by the grid-like ground improvement wall body 2 is installed in the ground to form a watertight structure, the foundation ground and the structure above the sealing material 6 are structured. The weight of the object 5 prevents the water in the liquefied ground X from overflowing to the ground due to an earthquake or the like, resists the water pressure from below the sealing material 6, and the water pressure of the liquefied ground X propagates. Since the hydrodynamic gradient in the grid is suppressed, liquefaction in the ground surrounded by the grid-like ground improvement wall 2 can be prevented.
Furthermore, since the upper load of the upper structure 5 on the ground in each grid surrounded by the grid-like ground improvement wall body 2 can be transmitted to the ground inside the grid, the restraining effect of the ground in the grid is enhanced. Liquefaction of the ground in the lattice can be effectively prevented.
Even if an earthquake or the like occurs and the ground in the lattice sinks, the sealing material 6 sinks following the sinked ground, so that the structure 5 on the shallow ground improvement body 3 is almost uniform. The inclination of the structure 5 can be reduced to 3/1000 or less as defined in the Ministry of Construction Notification No. 1653.

  Although the present invention has been described above based on the illustrated embodiment, the present invention is not limited to the above-described embodiment. It should be noted here that the present invention can be implemented in various modes as design changes, applications, and modifications as required by those skilled in the art without departing from the spirit and technical idea of the present invention.

DESCRIPTION OF SYMBOLS 1 Liquefaction prevention structure 10 Liquefaction prevention structure 11 Liquefaction prevention structure 12 Liquefaction prevention structure 13 Liquefaction prevention structure 2 Ground improvement wall body 3 Shallow ground improvement body 4 Filler 5 Structure 6 Seal material 7, 7b Edge cutting material 7a Bar material

As means for solving the above-described problems of the prior art, the liquefaction prevention structure according to the invention described in claim 1 is:
In the liquefied ground X , which is a private residential land, the ground improvement wall body 2 in a lattice arrangement surrounding the structure 5 in a plan view is constructed to a depth of at least 1/4 of the depth of the liquefied ground ,
The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body. 3 is configured to close the grid,
Building a structure 5 on the shallow soil improvement material 3, the weight of the structure 5, be borne to Liquefied Ground X immediately below in square, to enhance the restraining effect of the ground X It is characterized in that it is configured to prevent liquefaction .

The liquefaction prevention structure according to the invention described in claim 2 is:
Liquefaction in soil X is an individual residential, soil improvement wall 2 of the grid-shaped arrangement surrounding the structure 5 in plan view is being constructed from the position of the water table Liquefied Ground X to a depth of at least 1m ,
The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body. 3 is configured to close the grid,
A structure 5 is constructed on the shallow ground improvement body 3 , and the weight of the structure 5 is borne by the liquefied ground X immediately below the grid, thereby increasing the restraining effect of the ground X and increasing the liquidity. characterized Rukoto where the structure to prevent the reduction.

The liquefaction prevention structure according to the invention described in claim 5 is:
In the liquefied ground X , which is a private residential land, the ground improvement wall body 2 in a lattice arrangement surrounding the structure 5 in a plan view is constructed to a depth of at least 1/4 of the depth of the liquefied ground,
Inside the surface ground in squares surrounded by the lattice-like soil improvement wall 2, is a watertight structure established the sealing material 6 in place to close the 該升th
Building a structure 5 on the ground in each square surrounded by the lattice-like soil improvement wall 2, the weight of the structure 5, be borne to Liquefied Ground X immediately below in the square Further, the present invention is characterized in that the restraining effect of the ground X is enhanced to prevent liquefaction .

The liquefaction prevention structure according to the invention described in claim 6 is:
In the liquefied ground X , which is a private residential land, a ground improvement wall body 2 in a grid-like arrangement surrounding the structure 5 as viewed in plan is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m,
Inside the surface ground in squares surrounded by the lattice-like soil improvement wall 2, is a watertight structure established the sealing material 6 in place to close the 該升th
Building a structure 5 on the ground in each square surrounded by the lattice-like soil improvement wall 2, the weight of the structure 5, be borne to Liquefied Ground X immediately below in the square Further, the present invention is characterized in that the restraining effect of the ground X is enhanced to prevent liquefaction .

The liquefaction prevention method according to the invention described in claim 10 is:
Liquefaction in soil X is an individual residential, building a soil improvement wall 2 of the grid-shaped arrangement surrounding the structure 5 in plan view, to at least 1/4 the depth of the depth of liquefaction Ground X,
The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body. 3 to close the grid,
Building a structure 5 on the shallow soil improvement material 3, the weight of the structure 5, be borne to Liquefied Ground X immediately below in square, to enhance the restraining effect of the ground X It is characterized by preventing liquefaction .

The liquefaction prevention method according to the invention described in claim 11 is:
In the liquefied ground X , which is a private residential land, the ground improvement wall body 2 in a grid-like arrangement surrounding the structure 5 when viewed in plan is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m,
The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body. 3 to close the grid,
Building a structure 5 on the shallow soil improvement material 3, the weight of the structure 5, be borne to Liquefied Ground X immediately below in square, to enhance the restraining effect of the ground X It is characterized by preventing liquefaction .

The liquefaction prevention method according to the invention described in claim 12 is:
Liquefaction in soil X is an individual residential, building a soil improvement wall 2 of the grid-shaped arrangement surrounding the structure 5 in plan view, to at least 1/4 the depth of the depth of liquefaction Ground X,
Into the interior of the surface layers in the squares surrounded by the lattice-like soil improvement wall 2, a watertight structure established the sealing material 6 in place to close the 該升th
Building a structure 5 on the ground in each square surrounded by the lattice-like soil improvement wall 2, the weight of the structure 5, be borne to Liquefied Ground X immediately below in the square , It is characterized by preventing the liquefaction by enhancing the restraining effect of the ground .

The liquefaction prevention method according to the invention described in claim 13 is:
In the liquefied ground X , which is a private residential land, the ground improvement wall body 2 in a grid-like arrangement surrounding the structure 5 when viewed in plan is constructed from the position of the groundwater level of the liquefied ground X to a depth of at least 1 m,
Into the interior of the surface layers in the squares surrounded by the lattice-like soil improvement wall 2, a watertight structure established the sealing material 6 in place to close the 該升th
Building a structure 5 on the ground in each square surrounded by the lattice-like soil improvement wall 2, the weight of the structure 5, be borne to Liquefied Ground X immediately below in the square , It is characterized by preventing the liquefaction by enhancing the restraining effect of the ground .

(A) is sectional drawing which showed the liquefaction prevention structure of Example 1, (B) is explanatory drawing when an earthquake etc. act on the liquefaction prevention structure shown in (A). (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 1, (B) is the graph which showed the input ground motion. (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 1, (B) is the graph which showed the input ground motion. It is sectional drawing which showed embodiment from which the liquefaction prevention structure of Example 1 differs. (A) is sectional drawing which showed the liquefaction prevention structure of Example 2, (B) is sectional drawing which showed different embodiment of the liquefaction prevention structure of Example 2. FIG. (A)-(C) are the top views which showed the relationship between a ground improvement wall body and an edge cutting material. It is sectional drawing which showed the liquefaction prevention structure of Example 3. (A) is the graph which showed the experimental result of the centrifugal model experiment in the liquefaction prevention structure shown in FIG. 7, (B) is the graph which showed the input earthquake motion. (A) is sectional drawing which showed the liquefaction prevention structure of Example 4, (B) is explanatory drawing when an earthquake etc. act on the liquefaction prevention structure shown in (A). 6 is a cross-sectional view showing a liquefaction prevention structure of Example 5. FIG.

In the liquefaction prevention structure according to the present invention, in the liquefied ground X which is a private residential land, the ground improvement wall body 2 in a grid-like arrangement surrounding the structure 5 when viewed in plan is at least the depth of the liquefied ground. It is built up to 1/4 depth. The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body 3. It is supposed to be configured to close the grid. Building a structure 5 on the shallow soil improvement material 3, the weight of the structure 5, be borne to Liquefied Ground X immediately below in square, to enhance the restraining effect of the ground X liquid Ru configuration der to prevent the reduction.

In the liquefaction prevention method according to the present invention, in the liquefied ground X, which is a private residential land, the ground improvement wall body 2 in a grid-like arrangement surrounding the structure 5 as viewed in plan is provided with the depth of the liquefied ground X. Build up to at least 1/4 depth. The surface ground within the grid surrounded by the grid-like ground improvement wall 2 is constructed as a shallow ground improvement body 3 having a watertight structure up to a position close to the ground improvement wall 2, and this shallow ground improvement body 3. It is set as the structure which plugs up a square. The structure 5 is constructed on the shallow ground improvement body 3 , and the weight of the structure 5 is borne by the liquefied ground X immediately below the grid, so that the restraining effect of the ground X is enhanced and liquefied. Ru configuration der to prevent.

It will be described below with reference to the embodiments shown liquefaction prevention structure and liquefaction Ground method according to the present invention in FIGS. 1 to 10.
First, FIGS. 1A and 1B show a liquefaction prevention structure 1 and a liquefaction prevention construction method of Example 1. FIG.
The liquefaction prevention structure 1 shown in FIG. 1 is mainly for the purpose of preventing liquefaction of private residential land. When a newly constructed structure 5 is constructed on the liquefied ground X, the structure 5 is constructed. Before, it is the structure which builds the ground improvement wall body 2 of a grid | lattice arrangement | positioning seeing planarly on the upper part of the liquefied ground X located directly under the structure 5. FIG. The symbol Y in the figure indicates a non-liquefied ground at a depth of 15 m from the ground as an example.

The lattice-like ground improvement wall body 2 of the liquefaction prevention structure 10 shown in FIGS. 5 (A) and 6 (A) is a wall body forming individual cells, or a wall body surrounding a plurality of adjacent cells, or all of them. For example, a gap of about 0.5 m is formed in the middle part of the wall of the wall in the thickness direction, and the middle part is filled with crushed stone or non-liquefied soil as the edge cutting material 7 so as to form each grid. It is the structure which is made independent and does not transmit the deformation | transformation of the adjacent ground improvement wall body 2, and a displacement.
For example, in the liquefaction prevention structure 1 described in the first embodiment, when the structure 5 exists only in the grid of one lattice and an unbalanced load is applied, the structure 5 may be greatly inclined. confirmed.
If the structure of the liquefaction prevention structure 10 of Example 2 shown in FIGS. 5 (A) and 6 (A) is used, each cell of the lattice is made independent and the deformation and displacement of the adjacent ground improvement wall body 2 are transmitted. Since the structure is not present, the inclination of the structure 5 can be reliably suppressed even when the structure 5 exists only in the grid of one of the lattices and an unbalanced load is applied. For example, it is effective in that the tilt of the structure 5 can be effectively suppressed when the structure constructed in one cell is demolished and the structure exists only in the other cell.

Incidentally, according to the three-dimensional FEM analysis inventors have made the present application, the liquefaction prevention structure 10 shown in FIG. 5 (A), if the seismic input (maximum acceleration 207Gal) is applied, the structure 5 subsidence is 168.8Mm, the slope of the structure is 1.17 / 1000, it was confirmed the effectiveness of the liquefaction prevention structure 10 shown in FIG. 5 (a).

In addition, in the structure which provided the said edge cut material 7 and made the grid cell independent, when an earthquake etc. generate | occur | produce in the state where the structure 5 was constructed | assembled as shown in FIG. 1, the edge cut material 7 will be soft. As a result, the local wall improvement wall body 2 is inclined toward the edge cutting member 7, and as a result, the structure 5 may be inclined.
Therefore, as shown in FIG. 6 (B), by filling a gap between the edges with crushed stone or non-liquefied soil as the edge cutting material 7, and installing a plurality of hard bars 7a at regular intervals. The bar 7a suppresses unnecessary displacement and deformation between the ground improvement wall bodies 2 and 2 while making the configuration in which the lattices of the lattice are made independent and the deformation and displacement of the adjacent ground improvement wall bodies 2 are not transmitted.
That is, even if the ground improvement wall bodies 2, 2 adjacent to each other due to an earthquake or the like are inclined toward the edge cutting material 7, useless displacement and deformation between the ground improvement wall bodies 2, 2 can be suppressed. Therefore, the ground improvement wall body 2 is not inclined due to the edge cutting material 7, and the inclination of the structure 5 can be prevented.

Further, as shown in FIG. 6 (C), while not yet solidified immediately after application of ground improvement wall 2 forming a square adjacent the grating, the thickness direction of the soil improvement wall 2,2 to the adjacent Two rubber-like plate members 7b and 7b (thickness of about 5 cm) are inserted as edge cutting members 7 in the middle part of the plate, and edge cutting is performed to ensure sliding between the two plate members 7b and 7b, and each grid cell is made independent. It can also be implemented as a configuration. However, only one rubber-like plate material 7b used as the edge cutting material can be inserted for edge cutting.

In addition, although the said edge cutting material 7 is preferable to implement by the structure provided to the same depth as the ground improvement wall body 2 as shown to FIG. 5 (A), as shown to FIG. 5 (B), It can also be implemented with a configuration provided only in the upper part of the ground improvement wall 2.

The liquefaction prevention structure 11 shown in FIG. 7 shows an embodiment when the liquefaction prevention structure according to the present invention is constructed around an existing structure.
When the shallow ground improvement body 3 is constructed, if there is an existing structure 5, it is difficult to construct the shallow ground improvement body 3 on the lower surface of the existing structure 5.
Therefore, the liquefaction prevention structure 11 of Example 3 is configured so that the shallow ground improvement body 3 of the surface layer ground surrounded by the grid-like ground improvement wall body 2 is located from the position close to the inner side surface of the grid-like ground improvement wall body 2. It is the structure constructed to the surface layer ground of the range which touches the lower structure of the existing structure 5.

FIG. 8 (A) is a result of a centrifugal model vibration experiment conducted by the inventors of the present application to confirm the effectiveness of the liquefaction prevention structure shown in FIG. 7 , and the weight of the structure is 1.5 tf / respect m ^2, seismic input shown in FIG. 8 (B) (maximum acceleration 289Gal) indicates the experimental results when working.
According to the experimental results shown in FIG. 8 (A), the excess pore water pressure ratio gradually increases around 10 seconds, reaches 0.2 around 25 seconds, and then remains flat around 0.2. It was confirmed that it was in a state. That is, it was confirmed that the ground surrounded by the grid-like ground improved wall 2 was not liquefied. Therefore, as a result of measuring the sinking amount and inclination angle of the structure 5, it was confirmed that the sinking amount of the structure 5 was 100.1 mm and the inclination was 0.87 / 1000.
Therefore, since the inclination of the structure 5 can be suppressed to 3/1000 or less, the effectiveness of the liquefaction prevention structure 11 shown in FIG. 7 was confirmed.

Liquefaction prevention structure 12 shown in FIG. 9 (A), in the liquefaction prevention structure of Examples 1 to 3 described above, the filler 4 at the boundary between the soil improvement wall 2 and the shallow ground improvement body 3 It features a structure that is filled to form a watertight structure.
As an example, a clearance of about 0.05 m is provided at the boundary between the ground improvement wall body 2 and the shallow ground improvement body 3, and the boundary part is filled with clay or rubber material as the filler 4. And it has a watertight structure. However, the filler 4 is not limited to the material. In short, any other material can be used in the same manner as long as it is a viscoelastic material that can fill the boundary and achieve a watertight structure.

Liquefaction prevention structure 12 of the fourth embodiment also, as shown in FIG. 9 (B), following the earthquake and down the height of the ground and subsidence the shallow soil improvement material 3 be generated Ground The structure 5 on the shallow ground improvement body 3 can be lowered substantially uniformly, and the inclination of the structure 5 can be suppressed to 3/1000 or less.

Next, FIG. 1 0, liquefaction prevention structure 13 of Example 5, and illustrates a liquefaction prevention method.
In the liquefaction prevention structure and the liquefaction prevention method of Example 5, the wall-like continuous grid-like ground improvement wall body 2 as viewed in a plane is reduced to a depth of at least 1/4 of the depth of the liquefaction ground. Or it is the same structure as the liquefaction prevention structure of Examples 1-4 mentioned above that it is the structure (refer FIG. 4) constructed | assembled from the position of the groundwater level of the liquefied ground X to the depth of at least 1 m.
The liquefaction prevention structure 13 of Example 5 is provided with a sealing material 6 such as a granular rubber material or a vinyl sheet that closes the ground in each grid surrounded by the grid-like ground improvement wall 2 and about 1 m from the ground. It is a configuration characterized by being installed inside the ground and having a watertight structure inside the grid mesh. The sealing material 6 is not limited to the material. In short, any material that can achieve the watertight structure of the grid-like ground improvement wall body 2 can be implemented in the same manner.
And after constructing the liquefaction prevention structure 13 of Example 5, the structure 5 is constructed on the ground in each square surrounded by the grid-like ground improvement wall body 2, and the weight of the upper structure 5 is increased. The load is applied to the straight base plate in each square surrounded by the grid-like ground improvement wall 2. That is, the upper load of the upper structure 5 is transmitted to the ground in the grid, thereby enhancing the restraining effect of the ground in the grid .

Claims (13)

A liquefaction prevention structure that prevents liquefaction due to earthquakes, etc. by constructing a ground improvement wall body in a lattice arrangement in plan view on the liquefaction ground that exists directly under the structure,
The ground improvement wall body in a lattice arrangement when viewed in plan is constructed to at least 1/4 depth of the liquefied ground depth,
Shallow ground improvement, which is a water-tight structure for the surface ground surrounded by the grid-like ground improvement wall body, has been constructed to a position close to the ground improvement wall body,
A liquefaction prevention structure, characterized in that the weight of the superstructure on the shallow ground improvement body is borne by a direct ground base in each square surrounded by the grid-like ground improvement wall body. A liquefaction prevention structure that prevents liquefaction due to earthquakes, etc. by constructing a ground improvement wall body in a lattice arrangement in plan view on the liquefaction ground that exists directly under the structure,
The ground improvement wall body of the grid-like arrangement in the plan view is constructed from the position of the groundwater level of the liquefied ground to a depth of at least 1 m,
Shallow ground improvement, which is a water-tight structure for the surface ground surrounded by the grid-like ground improvement wall body, has been constructed to a position close to the ground improvement wall body,
A liquefaction prevention structure, characterized in that the weight of the superstructure on the shallow ground improvement body is borne by a direct ground base in each square surrounded by the grid-like ground improvement wall body.   The shallow ground improvement body surrounded by the grid-like ground improvement wall body is constructed from the position close to the inner side surface of the grid-like ground improvement wall body to the surface layer ground in the range in contact with the lower structure of the existing structure. The liquefaction prevention structure according to claim 1, wherein the liquefaction prevention structure is provided.   The shallow ground improvement for the surface ground surrounded by the grid-like ground improvement wall body is carried out to the position close to the ground improvement wall body, and the boundary part between the ground improvement wall body and the shallow ground improvement body is filled. The liquefaction prevention structure according to any one of claims 1 to 3, wherein a material is filled. A liquefaction prevention structure that prevents liquefaction due to earthquakes, etc. by constructing a ground improvement wall body in a lattice arrangement in plan view on the liquefaction ground that exists directly under the structure,
The ground improvement wall body having a grid arrangement in a plan view is constructed to a depth of at least 1/4 of the depth of the liquefied ground and seals the ground in the grid surrounded by the grid ground improvement wall body Is installed inside the ground and has a watertight structure,
A liquefaction prevention structure characterized in that the weight of the upper structure on the ground in each square surrounded by the grid-like ground improvement wall is borne by the direct ground base in the same grid. A liquefaction prevention structure that prevents liquefaction due to earthquakes, etc. by constructing a ground improvement wall body in a lattice arrangement in plan view on the liquefaction ground that exists directly under the structure,
A ground improvement wall body arranged in a lattice form in plan view is constructed from the groundwater level position of the liquefied ground to a depth of at least 1 m, and seals the ground in the grid surrounded by the lattice ground improvement wall body The material is installed inside the ground and has a watertight structure.
A liquefaction prevention structure characterized in that the weight of the upper structure on the ground in each square surrounded by the grid-like ground improvement wall is borne by the direct ground base in the same grid.   The grid-like ground improvement wall body is edged with a gap in the middle part in the thickness direction of the wall body that forms individual cells, or the wall that surrounds a plurality of adjacent cells, or all the walls, The liquefaction prevention structure according to any one of claims 1 to 6, characterized in that an edge cutting material is provided in the intermediate portion to make each grid cell independent.   The liquefaction according to claim 7, wherein a plurality of hard bars are installed at a predetermined interval together with the edge cutting material at an intermediate portion in the thickness direction of the grid-like ground improvement wall body. Prevention structure.   The grid-like ground improvement wall body is formed by inserting an edge cutting material into a wall body forming individual cells, a wall body surrounding a plurality of adjacent cells, or an intermediate portion in the thickness direction of all wall bodies. The liquefaction prevention structure according to any one of claims 1 to 6, wherein each of the lattices has an independent structure. A liquefaction prevention method for preventing liquefaction due to earthquakes, etc. by constructing a ground improvement wall body with a lattice arrangement in plan view on the liquefaction ground existing directly under the structure,
Build a ground improvement wall body with a lattice arrangement in plan view to a depth of at least 1/4 of the depth of the liquefied ground,
Construction of shallow ground improvement with a watertight structure on the surface ground surrounded by the grid-like ground improvement wall body, to a position close to the ground improvement wall body,
A liquefaction prevention method characterized by causing the weight of the superstructure on the shallow ground improvement body to be borne by a direct ground base in each square surrounded by the grid-like ground improvement wall body. A liquefaction prevention method for preventing liquefaction due to earthquakes, etc. by constructing a ground improvement wall body with a lattice arrangement in plan view on the liquefaction ground existing directly under the structure,
Build a ground improvement wall body in a grid-like arrangement in plan view from the groundwater level position of the liquefied ground to a depth of at least 1 m,
Construction of shallow ground improvement with a watertight structure on the surface ground surrounded by the grid-like ground improvement wall body, to a position close to the ground improvement wall body,
A liquefaction prevention method characterized by causing the weight of the superstructure on the shallow ground improvement body to be borne by a direct ground base in each square surrounded by the grid-like ground improvement wall body. A liquefaction prevention method for preventing liquefaction due to earthquakes, etc. by constructing a ground improvement wall body with a lattice arrangement in plan view on the liquefaction ground existing directly under the structure,
A sealing material for constructing a ground improvement wall body having a grid arrangement as viewed in a plane to a depth of at least 1/4 of the depth of the liquefied ground and closing the ground in the grid surrounded by the grid ground improvement wall body Is installed inside the ground to create a watertight structure,
A liquefaction prevention method characterized in that the weight of the upper structure on the ground in each square surrounded by the grid-like ground improvement wall is borne by the direct ground base in the same grid. A liquefaction prevention method for preventing liquefaction due to earthquakes, etc. by constructing a ground improvement wall body with a lattice arrangement in plan view on the liquefaction ground existing directly under the structure,
A ground improvement wall body arranged in a grid pattern when viewed from the top is constructed to a depth of at least 1 m from the groundwater level of the liquefied ground, and seals block the ground in the grid surrounded by the grid ground improvement wall body A material is installed inside the ground to create a watertight structure.
A liquefaction prevention method characterized in that the weight of the upper structure on the ground in each square surrounded by the grid-like ground improvement wall is borne by the direct ground base in the same grid.

Images