CN114186309A - Anchor cable frame combined retaining wall reinforcing method and structure for unstable slope - Google Patents
Anchor cable frame combined retaining wall reinforcing method and structure for unstable slope Download PDFInfo
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Abstract
The invention belongs to the technical field of slope reinforcement, and discloses a method and a structure for reinforcing an anchor cable frame combined retaining wall of an unstable slope, wherein the method comprises the following steps of S1: calculating the slope sliding thrust of the unstable slope, and preliminarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall; s2: according to the geological conditions and the topographic features of the unstable side slope, S3: performing anti-overturning and anti-sliding checking calculation on the retaining wall, and performing checking calculation on the horizontal section strength of the retaining wall and the vertical section displacement of the retaining wall; s4: checking the slope deep layer sliding aiming at the slope anchor cable frame, and S5: embedding the retaining wall anchor cable frame matched with the slope anchor cable frame into the retaining wall, connecting the retaining wall anchor cable frame and the slope anchor cable frame into a whole, and calculating a first safety factor of the integrated structure. The anchor cable frame and the retaining wall structure are organically combined into a whole, and the anchor cable frame and the retaining wall structure cooperatively deform and jointly bear, so that the stability of the side slope structure is effectively guaranteed.
Description
Technical Field
The invention belongs to the technical field of slope reinforcement, and particularly relates to a method and a structure for reinforcing an anchor cable frame combined retaining wall for an unstable slope.
Background
In engineering construction, slope instability damage is one of the more common engineering problems, such as sliding damage of peripheral slopes easily caused during bridge, highway and house construction. When the slope problem is treated, the instability of the slope after engineering reinforcement still occurs due to the extremely complex structure and the diversity of characteristics of rock-soil mass. Data show that the economic loss of China caused by geological disasters such as landslide and the like is as high as 80-200 billion yuan each year. Therefore, the design and construction process in the early stage of the engineering should be careful, and serious engineering accidents can be caused by slight carelessness, which can bring great harm to the property and the safety of people. At present, due to the fact that human beings have not enough knowledge about the damage condition of some side slopes, the excessively conservative side slope design support causes excessively high economic cost of side slope maintenance engineering, unnecessary waste is caused, unstable accidents with different scales often occur on the side slopes, new problems often occur on the road side slopes along with the progress of the construction process, particularly, the soft rock and loose body type side slopes are easy to be disturbed by engineering to cause landslide, and manpower, material resources and cost are required to be continuously input for renovation, so that constructors are quite passive in the face of the landslide problem, and meanwhile, a lot of hidden dangers are buried for operation management in the later period of the road.
Although the slope reinforcement method is numerous, with the advance of modernization process, the scale of engineering construction is continuously enlarged, and the height of the slope is increased, so that the requirement on the slope reinforcement technology is higher and higher. The slope reinforcement in engineering includes four slope reinforcement measures, namely a prestressed anchor cable method, a grouting method, an anti-slide pile and a retaining wall. The retaining wall technology is a mature technology for engineering application, but a single retaining wall technology only depends on self structural self weight and shape characteristics to resist the side slope lateral soil pressure, although the anchor cable and anchor rod are arranged in the retaining wall to improve the capability of resisting the side slope lateral soil pressure, the anchor cable and anchor rod and the retaining wall structure cannot form a combined action, the overall rigidity is limited by the design and construction process level of the wall body, and the side slope still has the problems of insufficient stability and structural strength and the like.
Disclosure of Invention
Aiming at the defects or improvement requirements in the prior art, the invention provides an anchor cable frame combined retaining wall reinforcing method and structure for an unstable side slope.
To achieve the above objects, according to one aspect of the present invention, there is provided a method for reinforcing a cable rope frame combined retaining wall for an unstable slope, comprising the steps of:
s1: calculating the slope sliding thrust of the unstable slope, and preliminarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall based on the slope sliding thrust;
s2: establishing a generalized model according to the geological conditions and the topographic features of the unstable side slope and in combination with the rock-soil mechanical parameters of the unstable side slope, and setting the load and the boundary conditions of the generalized model;
s3: performing anti-overturning and anti-sliding checking calculation on the retaining wall, performing checking calculation on the horizontal section strength of the retaining wall body and performing displacement calculation on the vertical section of the retaining wall body, if the structural stability and strength requirements are met, entering step S5, otherwise returning to step S1, and optimizing and primarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall;
s4: checking the slope deep-layer sliding of the slope anchor cable frame, judging whether the slope anchor cable frame reinforcement meets the engineering stability, if so, entering a step S5, otherwise, returning to the step S1, and optimizing and primarily determining the structural form and the size of the slope anchor cable frame and the retaining wall;
s5: in will embedding retaining wall anchor rope frame with domatic anchor rope frame suits retaining wall, and link retaining wall anchor rope frame and domatic anchor rope frame as an organic whole, calculate the first factor of safety of a body structure, if this first factor of safety is not conform to the slope stability requirement, then return to step S1, optimize the structural style and the size of tentatively confirming domatic anchor rope frame and retaining wall, if accord with, then confirm the retaining wall anchor rope frame that satisfies the slope stability requirement and the reinforcement mode and the reinforcement parameter of domatic anchor rope frame.
Further, step S4 specifically includes the following steps:
and checking calculation is carried out aiming at deep sliding of the side slope, namely, the rock-soil mechanical parameters are brought into the generalized model, an anchor cable frame reinforcing mode is adopted, and a second safety coefficient is calculated for the reinforced side slope through a limit balance method.
Further, in step S5, the anchor cable frame combined retaining wall is reinforced by embedding the matrix-type anchor cable frames into the retaining wall of the slope toe, and is connected with the anchor cables of the slope frame into a whole.
Furthermore, the anchoring length of the anchor cable frame is the length of the anchor cable embedded into the stable stratum, the distance between the vertical beams and the distance between the cross beams of the frame are H/n, wherein H is the height of the soil retaining wall in the two-dimensional geological probabilistic model, and n is the number of the cross beams.
Further, the reinforcement parameters are wall height, wall thickness and wall back inclination angle.
According to another aspect of the present invention, there is provided a reinforcement structure for a cable rope frame combined retaining wall for an unstable slope, for example, a tertiary slope, comprising:
the retaining wall is arranged in the first-stage side slope, an embedded frame is arranged in the retaining wall, and the embedded frame comprises a first-stage transverse reinforcing rib and a first-stage vertical reinforcing rib;
the second-level slope surface frame comprises a second-level transverse reinforcing rib and a second-level vertical reinforcing rib, and the second-level vertical reinforcing rib is connected with the first-level vertical reinforcing rib end to end;
the three-level slope surface framework is arranged in the three-level side slope and comprises three-level transverse reinforcing ribs and three-level vertical reinforcing ribs, and the three-level vertical reinforcing ribs are connected with the two-level vertical reinforcing ribs end to end;
horizontal strengthening rib of one-level and vertical strengthening rib of one-level, horizontal strengthening rib of second grade and the vertical strengthening rib of second grade and tertiary horizontal strengthening rib and tertiary vertical strengthening rib cross point department are equipped with one-level side slope anchor rope, second grade side slope anchor rope and tertiary side slope anchor rope respectively, constitute matrix anchor rope frame construction jointly and imbed in the retaining wall structure of side slope toe, fuse one-level side slope, second grade side slope and tertiary side slope into a body structure, bear mountain load effect jointly, warp in coordination.
Further, horizontal strengthening rib of one-level and the vertical strengthening rib of one-level, horizontal strengthening rib of second grade and the vertical strengthening rib of second grade and the horizontal strengthening rib of tertiary and the vertical strengthening rib of tertiary match and set up to many, vertically and horizontally staggered, the vertical roof beam interval of frame and crossbeam interval are H/n, and wherein H does retaining wall height in the two-dimensional geological generalized model, n are the crossbeam track number.
Generally, compared with the prior art, the above technical solution conceived by the present invention mainly has the following technical advantages:
1. according to the invention, the anchor cable frame and the retaining wall structure are organically combined into a whole according to the geological conditions and the topographic features of the unstable side slope, and the anchor cable frame and the retaining wall structure are cooperatively deformed and jointly supported, so that a greater reinforcing effect can be exerted, the side slope instability is avoided, and the reinforcing structure is damaged.
2. According to the invention, the matrix type anchor cable frames are embedded into the retaining wall structure of the slope toe, the retaining wall and the anchor cable frames are fused into a whole structure, the retaining wall and the anchor cable frames bear the mountain load effect together, the deformation is coordinated, the mountain load energy is absorbed, the capability of the slope structure for resisting the mountain load effect is greatly improved, and the stability of the slope structure is effectively ensured.
3. The anchor cable frame in the retaining wall not only reinforces the deep part of the side slope, but also plays a role of pressing the foot of the side slope, thereby being beneficial to improving the stability of the side slope, playing a role of physical containment on the side slope foot and preventing the slide collapse of the side slope foot caused by rain wash.
4. If the slope reinforcement and the slope toe reinforcement of the slope are designed and implemented respectively, the slope reinforcement and the slope toe reinforcement cannot play a role in cooperation, an anchor cable frame for slope reinforcement and a retaining wall structure of the slope toe are combined into a whole, the slope frame has a stable foundation at the slope toe, and the retaining wall of the slope toe is firmer.
5. The built-in frame structure not only strengthens the integral rigidity of the retaining wall structure, which means that the material consumption of the retaining wall can be reduced when the rigidity is the same, but also improves the earthquake resistance of the retaining wall under the action of an earthquake.
Drawings
FIG. 1 is a schematic flow chart of a method for reinforcing a cable frame combined retaining wall structure for an unstable slope according to an embodiment of the present invention;
fig. 2 is a schematic cross-sectional view of a cable frame combined retaining wall structure for unstable side slopes according to an embodiment of the present invention;
fig. 3 is a plan view of a cable bolt frame combined retaining wall structure for unstable slopes according to an embodiment of the present invention.
In all the figures, the same reference numerals denote the same features, in particular: 100-first-level side slope, 200-second-level side slope, 300-third-level side slope, 101-retaining wall, 102-embedded frame, 103-first-level side slope anchor rope, 104-first-level transverse reinforcing rib, 105-first-level vertical reinforcing rib, 201-second-level slope frame, 202-second-level side slope anchor rope, 203-second-level transverse reinforcing rib, 204-second-level vertical reinforcing rib, 301-third-level slope frame, 302-third-level side slope anchor rope, 303-third-level transverse reinforcing rib and 304-third-level vertical reinforcing rib.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. In addition, the technical features involved in the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
As shown in fig. 2 and fig. 3, an embodiment of the present invention provides an anchor cable frame combined retaining wall structure for an unstable side slope, which organically combines an anchor cable frame and a retaining wall structure into a whole according to geological conditions and topographic features of the unstable side slope, and the anchor cable frame and the retaining wall structure cooperatively deform and jointly bear, so that a greater reinforcing effect can be exerted, and the side slope instability and the reinforcing structure damage can be avoided. Specifically, in this embodiment, the target side slope test object is a side slope of a certain highway section, and the test side slope includes strongly weathered mudstone, is purple red and gray-green, and mainly consists of clay minerals; the sandstone is sandwiched in a thin layer, cemented in argillaceous, sandy argillaceous structure, thin layer structure, soft rock quality, joint crack development, rock mass breakage, easy softening in water and easy cracking after water loss; the rock core is in a crushed block shape, a crushed piece shape and a crushed soil shape, after the side slope is disturbed or softened, the rock core is reinforced and protected by adopting an anchor cable frame, and the rock core comprises a first-level side slope 100, a second-level side slope 200 and a third-level side slope 300, wherein an embedded frame 102 is arranged in the first-level side slope 100, the second-level side slope 200 is provided with a second-level slope surface frame 201, the third-level side slope 300 is provided with a third-level slope surface frame 301, the embedded frame 102, the second-level slope surface frame 201 and the third-level slope surface frame 301 are embedded into a retaining wall structure of a side slope toe by adopting a matrix type anchor cable frame, the first-level side slope 100, the second-level side slope 200 and the third-level side slope 300 are integrated into a whole structure, the rock core bears the load effect jointly, the rock core is deformed synergistically, the rock core absorbs the rock load energy, the rock core resistance of the rock core to the rock core is greatly improved, and the stability of the rock core structure is effectively guaranteed. According to the anchor cable frame combined retaining wall structure for the unstable side slope, provided by the embodiment of the invention, the concrete frame is arranged in the retaining wall, and anchor cables or anchor rods are arranged at the intersection of frame beam nodes. For the retaining wall, the built-in frame structure not only strengthens the overall rigidity of the retaining wall structure, which means that the material consumption of the retaining wall can be reduced when the rigidity is equal, but also improves the seismic performance of the retaining wall under the action of earthquake; for the side slope, the anchor cable frame in the retaining wall not only reinforces the deep part of the side slope, but also plays a role of a presser foot for the slope toe of the side slope, thereby being beneficial to improving the stability of the side slope, playing a role of physical containment for the slope toe and preventing the slip collapse of the slope toe caused by rain wash; moreover, if slope reinforcement and slope toe reinforcement of side slope are designed and implemented respectively, they can not play a role in coordination, anchor cable frame that consolidates slope and the retaining wall structure of slope toe unite into an organic whole, and slope frame has firm foundation at the slope toe, and slope toe retaining wall is also more solid. The invention can more effectively play the combined reinforcing role of the built-in anchor cable frame and the retaining wall and effectively improve the anti-sliding capability and the anti-seismic performance of the retaining wall.
Particularly, if 2 and 3 show, one-level slope 100 is equipped with retaining wall 101, is equipped with embedded frame 102 in the retaining wall 101, and preferably, this embedded frame 102 includes horizontal strengthening rib 104 of one-level and the vertical strengthening rib 105 of one-level, and the horizontal strengthening rib 104 of one-level and the vertical strengthening rib 105 matching of one-level set up to many, vertically and horizontally staggered, and the frame is erected roof beam interval and crossbeam interval and is H/n, and wherein H does retaining wall height in the two-dimensional geological profile model, n are the crossbeam track number, and the two constitutes matrix frame construction jointly, promotes retaining wall structural strength and bearing capacity greatly. In addition, a first-level slope anchor rope 103 is arranged at the intersection of each first-level transverse reinforcing rib 104 and each first-level vertical reinforcing rib 105, and the first-level slope anchor ropes 103 are driven into a mountain body to be anchored, so that the stability of the retaining wall structure is further improved.
In the embodiment of the present invention, if 2 and fig. 3 show, a secondary slope frame 201 is disposed in the secondary slope 200, the secondary slope frame 201 includes a secondary transverse stiffener 203 and a secondary vertical stiffener 204, the secondary transverse stiffener 203 and the secondary vertical stiffener 204 are provided with multiple matching structures, and are vertically and horizontally staggered, the frame vertical beam interval and the beam interval are H/n, where H is the height of the retaining wall in the two-dimensional geological modeling model, and n is the number of beam channels, and the two structures form a matrix frame structure, so as to greatly improve the structural strength and bearing capacity of the secondary slope, and meanwhile, the secondary vertical stiffener 204 is connected with the primary vertical stiffener 105 end to end, so as to ensure the transmission consistency of the vertical force and further improve the structural bearing capacity. In addition, a second-level slope anchor rope 202 is arranged at the intersection of the second-level transverse reinforcing rib 203 and the second-level vertical reinforcing rib 204, and the second-level slope anchor rope 202 is driven into a mountain body to be anchored, so that the stability of the second-level slope structure is further improved.
In the embodiment of the present invention, as shown in fig. 2 and 3, a three-level slope surface frame 301 is disposed in the three-level slope 300, and includes a three-level transverse stiffener 303 and a three-level vertical stiffener 304, and the three-level transverse stiffener 303 and the three-level vertical stiffener 304 are provided in a matching manner, and are criss-cross, and the frame vertical beam interval and the beam interval are H/n, where H is the height of the soil retaining wall in the two-dimensional geological generalized model, and n is the number of beams, and the two form a matrix frame structure, so as to greatly enhance the structural strength and the bearing capacity of the three-level slope, and meanwhile, the three-level vertical stiffener 304 and the two-level vertical stiffener 204 are connected end to end, so as to ensure the transmission consistency of the vertical force and further enhance the structural bearing capacity. In addition, a third-level slope anchor cable 302 is arranged at the intersection of the third-level transverse reinforcing rib 303 and the third-level vertical reinforcing rib 304, and the third-level slope anchor cable 302 is driven into a mountain body to be anchored, so that the stability of the second-level slope structure is further improved.
Further, the anchor cable lengths of the first-stage slope anchor cables 103, the second-stage slope anchor cables 202 and the third-stage slope anchor cables 302 are determined according to the depth of the potential slip surface and the buried depth of the embedding stable stratum. The specific setting parameters are as follows: the section size of the frame beam is 500cm multiplied by 500cm, the lengths of the second-stage slope anchor cable 202 and the third-stage slope anchor cable 302 are both 20m, the anchoring section lengths of the second-stage slope anchor cable 202 and the third-stage slope anchor cable 302 are 10m, the length l1 of the first-stage slope anchor cable 103 is 15m, and the anchoring section of the first-stage slope anchor cable 103 is 7 m; the arrangement form of the frame beams is a square matrix, and the distance d between the frame beams is 3 m. In other embodiments, the reinforcement method and the reinforcement parameters of the anchor cable frame may be adaptively set according to actual situations, which is not limited herein.
In another embodiment of the present invention, as shown in fig. 1, a method for reinforcing a cable frame combined retaining wall for an unstable slope is provided, which includes the steps of:
s1: calculating the slope sliding thrust of the unstable slope, and preliminarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall based on the slope sliding thrust;
s2: establishing a generalized model according to the geological conditions and the topographic features of the unstable side slope and in combination with the rock-soil mechanical parameters of the unstable side slope, and setting the load and the boundary conditions of the generalized model;
s3: performing anti-overturning and anti-sliding checking calculation on the retaining wall, performing checking calculation on the horizontal section strength of the retaining wall body and performing displacement calculation on the vertical section of the retaining wall body, if the structural stability and strength requirements are met, entering step S5, otherwise returning to step S1, and optimizing and primarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall;
s4: checking the slope deep-layer sliding of the slope anchor cable frame, judging whether the slope anchor cable frame reinforcement meets the engineering stability, if so, entering a step S5, otherwise, returning to the step S1, and optimizing and primarily determining the structural form and the size of the slope anchor cable frame and the retaining wall;
s5: in will embedding retaining wall anchor rope frame with domatic anchor rope frame suits retaining wall, and link retaining wall anchor rope frame and domatic anchor rope frame as an organic whole, calculate the first factor of safety of a body structure, if this first factor of safety is not conform to the slope stability requirement, then return to step S1, optimize the structural style and the size of tentatively confirming domatic anchor rope frame and retaining wall, if accord with, then confirm the retaining wall anchor rope frame that satisfies the slope stability requirement and the reinforcement mode and the reinforcement parameter of domatic anchor rope frame.
Further, step S4 specifically includes the following steps:
and checking calculation is carried out aiming at deep sliding of the side slope, namely, the rock-soil mechanical parameters are brought into the generalized model, an anchor cable frame reinforcing mode is adopted, and a second safety coefficient is calculated for the reinforced side slope through a limit balance method.
In addition, in step S5, the anchor cable frame combined retaining wall is reinforced by embedding the matrix-type anchor cable frames into the retaining wall of the slope toe and is connected with the anchor cables of the slope frame. The anchoring length of the anchor cable frame is the length of the anchor cable embedded into the stable stratum, the distance between vertical beams and the distance between cross beams of the frame are H/n, wherein H is the height of the soil retaining wall in the two-dimensional geological probabilistic model, and n is the number of cross beams. And the reinforcement parameters are wall height, wall thickness and wall back inclination angle.
It will be understood by those skilled in the art that the foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and that any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (7)
1. A method for reinforcing an anchor cable frame combined retaining wall for an unstable slope is characterized by comprising the following steps:
s1: calculating the slope sliding thrust of the unstable slope, and preliminarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall based on the slope sliding thrust;
s2: establishing a generalized model according to the geological conditions and the topographic features of the unstable side slope and in combination with the rock-soil mechanical parameters of the unstable side slope, and setting the load and the boundary conditions of the generalized model;
s3: performing anti-overturning and anti-sliding checking calculation on the retaining wall, performing checking calculation on the horizontal section strength of the retaining wall body and performing displacement calculation on the vertical section of the retaining wall body, if the structural stability and strength requirements are met, entering step S5, otherwise returning to step S1, and optimizing and primarily determining the structural forms and the sizes of the slope anchor cable frame and the retaining wall;
s4: checking the slope deep-layer sliding of the slope anchor cable frame, judging whether the slope anchor cable frame reinforcement meets the engineering stability, if so, entering a step S5, otherwise, returning to the step S1, and optimizing and primarily determining the structural form and the size of the slope anchor cable frame and the retaining wall;
s5: in will embedding retaining wall anchor rope frame with domatic anchor rope frame suits retaining wall, and link retaining wall anchor rope frame and domatic anchor rope frame as an organic whole, calculate the first factor of safety of a body structure, if this first factor of safety is not conform to the slope stability requirement, then return to step S1, optimize the structural style and the size of tentatively confirming domatic anchor rope frame and retaining wall, if accord with, then confirm the retaining wall anchor rope frame that satisfies the slope stability requirement and the reinforcement mode and the reinforcement parameter of domatic anchor rope frame.
2. The method for reinforcing a cable frame combined retaining wall for an unstable slope according to claim 1, wherein the step S4 specifically includes the following steps:
and checking calculation is carried out aiming at deep sliding of the side slope, namely, the rock-soil mechanical parameters are brought into the generalized model, an anchor cable frame reinforcing mode is adopted, and a second safety coefficient is calculated for the reinforced side slope through a limit balance method.
3. The method as claimed in claim 1, wherein the step S5 is performed by embedding matrix-type anchor cables into the retaining wall of the slope toe and connecting the matrix-type anchor cables with the anchor cables of the slope frame.
4. The method for reinforcing a cable frame combined retaining wall for an unstable slope according to any one of claims 1-3, wherein the anchoring length of the cable frame is the length of the anchor cable embedded in the stable ground, and the frame vertical beam interval and the beam interval are H/n, wherein H is the height of the retaining wall in the two-dimensional geological probabilistic model and n is the number of beams.
5. The method for reinforcing a cable rope frame combined retaining wall for an unstable slope according to any one of claims 1 to 3, wherein the reinforcing parameters are wall height, wall thickness and wall back inclination angle.
6. The utility model provides a reinforced structure that is used for anchor rope frame combination retaining wall of unstable side slope to tertiary side slope as an example, its characterized in that includes:
the retaining wall is arranged in the first-stage side slope, an embedded frame is arranged in the retaining wall, and the embedded frame comprises a first-stage transverse reinforcing rib and a first-stage vertical reinforcing rib;
the second-level slope surface frame comprises a second-level transverse reinforcing rib and a second-level vertical reinforcing rib, and the second-level vertical reinforcing rib is connected with the first-level vertical reinforcing rib end to end;
the three-level slope surface framework is arranged in the three-level side slope and comprises three-level transverse reinforcing ribs and three-level vertical reinforcing ribs, and the three-level vertical reinforcing ribs are connected with the two-level vertical reinforcing ribs end to end;
horizontal strengthening rib of one-level and vertical strengthening rib of one-level, horizontal strengthening rib of second grade and the vertical strengthening rib of second grade and tertiary horizontal strengthening rib and tertiary vertical strengthening rib cross point department are equipped with one-level side slope anchor rope, second grade side slope anchor rope and tertiary side slope anchor rope respectively, constitute matrix anchor rope frame construction jointly and imbed in the retaining wall structure of side slope toe, fuse one-level side slope, second grade side slope and tertiary side slope into a body structure, bear mountain load effect jointly, warp in coordination.
7. The reinforcement structure for the anchor cable frame combined retaining wall of the unstable side slope as claimed in claim 6, wherein the first and second horizontal reinforcing ribs, the second and third horizontal reinforcing ribs and the third and third vertical reinforcing ribs are matched to form a plurality of ribs, which are criss-cross, and the frame vertical beam spacing and the beam spacing are H/n, where H is the height of the retaining wall in the two-dimensional geological probabilistic model and n is the number of beams.
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| CN202111289154.3A CN114186309A (en) | 2021-11-02 | 2021-11-02 | Anchor cable frame combined retaining wall reinforcing method and structure for unstable slope |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815819A (en) * | 2023-08-31 | 2023-09-29 | 贵州正业工程技术投资有限公司 | Method and device for designing shear anchor rod support and retaining wall reinforcement of bedding cutting side slope |
| CN117248546A (en) * | 2023-11-16 | 2023-12-19 | 西南交通大学 | Quick construction method and structure of anchor cable frame beam without grooving |
-
2021
- 2021-11-02 CN CN202111289154.3A patent/CN114186309A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815819A (en) * | 2023-08-31 | 2023-09-29 | 贵州正业工程技术投资有限公司 | Method and device for designing shear anchor rod support and retaining wall reinforcement of bedding cutting side slope |
| CN116815819B (en) * | 2023-08-31 | 2023-11-07 | 贵州正业工程技术投资有限公司 | Method and device for designing shear anchor rod support and retaining wall reinforcement of bedding cutting side slope |
| CN117248546A (en) * | 2023-11-16 | 2023-12-19 | 西南交通大学 | Quick construction method and structure of anchor cable frame beam without grooving |
| CN117248546B (en) * | 2023-11-16 | 2024-02-02 | 西南交通大学 | Quick construction method and structure of anchor cable frame beam without grooving |
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