CN110241870A - A kind of method for arranging and excavation of foundation pit monitoring system of excavation of foundation pit monitoring system - Google Patents
A kind of method for arranging and excavation of foundation pit monitoring system of excavation of foundation pit monitoring system Download PDFInfo
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- CN110241870A CN110241870A CN201910638723.7A CN201910638723A CN110241870A CN 110241870 A CN110241870 A CN 110241870A CN 201910638723 A CN201910638723 A CN 201910638723A CN 110241870 A CN110241870 A CN 110241870A
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- foundation pit
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Abstract
The invention belongs to technical field of civil engineering, more particularly to the method for arranging and excavation of foundation pit of a kind of excavation of foundation pit monitoring system monitor system, the present invention provides a kind of method for arranging of excavation of foundation pit monitoring system, comprising: establishes foundation pit sitework geological generality model；It establishes base pit engineering and excavates response analysis computation model；Excavation of foundation pit is responded and carries out analogue simulation；Excavation Deformational Environment coverage is divided according to simulation results, supporting construction maximum weighted position is positioned；At least one excavation of foundation pit response data acquisition device is laid in the foundation pit crater wall；Tidal data recovering transmitting device is set.The method for arranging of excavation of foundation pit monitoring system provided by the invention is based on foundation pit sitework geological generality model, base pit engineering excavation response analysis computation model, the set-point of excavation of foundation pit response data acquisition device is determined according to simulation results, it can be accurately located dangerous point, improve the accuracy of system data acquisition and analysis.
Description
Technical field
The invention belongs to technical field of civil engineering more particularly to a kind of excavation of foundation pit monitoring system method for arranging and
Excavation of foundation pit monitors system.
Background technique
Foundation pit is the heatable adobe sleeping platform excavated in basic engineering position by substrate absolute altitude and basic plane size.It should basis before excavation
Geological hydrology data determines excavation plan in conjunction with live nearby buildings situation, and performs water-proof drainage work.
For accomplish deep pit digging response complete monitoring, control the risk of work progress, need to buildings around foundation pit,
Subway tunnel etc. arranges a plurality of types of monitoring projects, mainly monitored including crater wall lateral deformation observation, foundation pit internal force for support,
Periphery soil body settlement observation, building and tunnel deformation observation etc..
Existing base pit engineering excavates response monitoring mostly according to the empirically determined monitoring point of the practical operation of construction personnel, this
Often there is biggish deviation in the dangerous point of monitoring point and Practical Project that kind mode obtains or key point, so that system can not
Critical data is collected, the accuracy of network analysis is reduced.
Summary of the invention
The method for arranging for being designed to provide a kind of excavation of foundation pit monitoring system of the embodiment of the present invention, it is intended to solve existing
Base pit engineering excavate response monitoring mostly according to the empirically determined monitoring point of the practical operation of construction personnel, what this mode obtained
Often there is biggish deviation in the dangerous point or key point of monitoring point and Practical Project, so that system can not collect crucial number
According to the problem of reducing the accuracy of network analysis.
The embodiments of the present invention are implemented as follows, a kind of method for arranging of excavation of foundation pit monitoring system, the method includes
Following steps:
Foundation pit sitework geological generalization mould is established according to engineering geology, Hydrogeologic Survey data and excavation of foundation pit design data
Type；
Base pit engineering, which is established, according to foundation pit supporting construction data and the foundation pit sitework geological generality model excavates response
Analysis and calculation model；
Rock And Soil physical and mechanical parameter, the hydraulics ginseng of response analysis computation model and foundation pit are excavated according to the base pit engineering
Several and the supporting construction physical and mechanical parameter, responds excavation of foundation pit and carries out analogue simulation；
It is divided, to Deformational Environment coverage is excavated to supporting construction maximum weighted position according to simulation results
It is positioned；
According to the positioning at the division result of the excavation deformation environmental influence range and supporting construction maximum weighted position
As a result, laying at least one excavation of foundation pit response data acquisition device in the foundation pit crater wall；
Tidal data recovering transmitting device is set, and the tidal data recovering transmitting device and the excavation of foundation pit response data acquisition device connect
It connects, for summarizing collected excavation of foundation pit response data and being sent to client and/or server.
The another object of the embodiment of the present invention is to provide a kind of excavation of foundation pit monitoring system, the system comprises:
At least one excavation of foundation pit response data acquisition device, the position of the excavation of foundation pit response data acquisition device is according to power
Benefit require 1 described in method determine；And
Tidal data recovering transmitting device, the tidal data recovering transmitting device are connect with the excavation of foundation pit response data acquisition device,
For summarizing collected excavation of foundation pit response data and being sent to client and/or server；
The client and/or server are communicated with the tidal data recovering transmitting device, the long-range prison for excavation of foundation pit response
Control.
The method for arranging of excavation of foundation pit monitoring system provided in an embodiment of the present invention, in terms of base pit engineering excavation response analysis
Based on calculating model, the Rock And Soil physical and mechanical parameter of foundation pit, the physical mechanics of hydraulic parameter and the supporting construction are utilized
Parameter, excavation of foundation pit is responded carry out analogue simulation so that it is determined that supporting construction maximum weighted position, by determining
Maximum weighted position setting excavation of foundation pit response data acquisition device can collect the dangerous point of engineering or the sound of key point
Data are answered, to improve the accuracy of system data acquisition and analysis, advantageously ensure that construction safety.
Detailed description of the invention
Fig. 1 is the flow chart for the method for arranging that a kind of excavation of foundation pit provided in an embodiment of the present invention monitors system；
Fig. 2 is foundation pit sitework geological generality model provided in an embodiment of the present invention；
Fig. 3 is foundation pit supporting construction schematic diagram provided in an embodiment of the present invention；
Fig. 4 is that excavation deformation influence area is distributed short side diagrammatic cross-section；
Fig. 5 is that excavation deformation influence area is distributed long side diagrammatic cross-section；
Fig. 6 is foundation pit supporting construction stress diagram；
Fig. 7 is pit retaining monitoring floor plan；
Fig. 8 is the structure chart for the arrangement system that a kind of excavation of foundation pit provided in an embodiment of the present invention monitors system.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
It is appreciated that term " first " used in this application, " second " etc. can be used to describe various elements herein,
But unless stated otherwise, these elements should not be limited by these terms.These terms are only used to by first element and another yuan
Part is distinguished.For example, in the case where not departing from scope of the present application, the first xx script can be known as the 2nd xx script,
And similarly, the 2nd xx script can be known as the first xx script.
Fig. 1 shows a kind of process of the method for arranging of excavation of foundation pit monitoring system provided by one embodiment of the present invention
Figure, can specifically include step S102 ~ step S112.
Step S102 establishes foundation pit place according to engineering geology, Hydrogeologic Survey data and excavation of foundation pit design data
Engineering geology form general model.
In embodiments of the present invention, as shown in Fig. 2, engineering geology data include but is not limited to the geology knot of construction site
Structure, landforms, the physical property of soil and rock, natural geological phenomenon, natural building material etc.；Hydrogeological investigation data include but
It is not limited to the data such as distribution, the origin cause of formation and the characteristics of motion of underground and surface water；Excavation of foundation pit design data includes foundation pit
The size etc. of position coordinates, length and width and depth direction.
In embodiments of the present invention, form general model is the model established according to generalizability theory, has ignored some pairs of result shadows
Ring lesser factor.Foundation pit sitework geological generality model is the model in the foundation pit construction place established according to generalizability theory,
Its specific establishment process and the tool used are no longer superfluous to this to the embodiment of the present invention for known to those skilled in the art
It states.
In embodiments of the present invention, foundation pit sitework geological generality model includes at least soil layer construction model and in soil
The excavation of foundation pit area represented on model of a layered structure.Soil layer construction model show the distribution situation of soil layer in vertical direction with
And relative position and the size in region are excavated, this is the essential elements of foundation pit sitework geological generality model.In addition, view tool
The case where body excavation site, foundation pit sitework geological generality model can also include building of representing on soil layer construction model
One of the object zone of action, subway tunnel, lake, massif or a variety of are built, for excavation of foundation pit, in addition to soil layer geology knot
Except structure, the featuress of terrain such as lake, massif also can hold response to foundation pit and have an impact.In addition, excavation of the Artificial facilities to foundation pit
It can equally bring greater impact, when especially city is excavated, the influence of buildings around foundation pit be can not ignore.
In embodiments of the present invention, engineering geology, Hydrogeologic Survey data and excavation of foundation pit design data are in engineering
The data that the design planning stage has determined, source can be from construction site collection in worksite, utilize collected sample point
Analysis is obtained, is calculated using software simulation, and the embodiment of the present invention is not especially limited the specific source of all data.
Since above-mentioned Various types of data is that deep excavation project necessarily refers to, from data source, use of the invention can't increase
The burden for adding project planning, design, by that can be provided safeguard to making full use of for available data for the safety of engineering.
In embodiments of the present invention, as a kind of concrete mode that may be implemented, excavation of foundation pit design data can be with source
In Autocad design drawing；The foundation of ANSYS software can be used in engineering geology form general model.
Step S104 establishes foundation pit according to foundation pit supporting construction data and the foundation pit sitework geological generality model
Engineering excavation response analysis computation model.
In embodiments of the present invention, as shown in figure 3, foundation pit supporting construction includes but is not limited to inner support, column, supporting
The structures such as stake, waist rail and crown beam.Quantity for each structure and connection relationship each other, the embodiment of the present invention are not made
Specific to limit, above-mentioned each structure is the common supporting construction in Excavation Process, can be set according to the specific size of foundation pit
Count the specific arrangement form between each structure.The foundation pit supporting construction data described in the embodiment of the present invention include each supporting construction
Material, physical property, size, position and connection type etc., basic demand are to meet the needs for carrying out force analysis.
In embodiments of the present invention, it is in foundation pit sitework geological generalization that base pit engineering, which excavates response analysis computation model,
On the basis of model, increase foundation pit supporting construction, while considering that periphery Artificial facilities and physical feature respond excavation of foundation pit
Influence, pass through simulation softward construct model.By way of model simulating excavation respond, can before construction or
Person, which constructs, to be analyzed as a result, thus the development of guiding construction early period.
In embodiments of the present invention, it as a kind of concrete mode that may be implemented, cheats engineering excavation response analysis and calculates mould
Type can be established in FLAC3D software.
Step S106 excavates the Rock And Soil physical mechanics of response analysis computation model and foundation pit according to the base pit engineering
The physical and mechanical parameter of parameter, hydraulic parameter and the supporting construction responds excavation of foundation pit and carries out analogue simulation.
In embodiments of the present invention, the Rock And Soil physical and mechanical parameter of foundation pit, hydraulic parameter and the supporting construction
Physical and mechanical parameter is in the planning and designing before excavation of foundation pit with regard to having number it has been determined that directly using when carrying out analog simulation
According to.For the tool that analogue simulation uses, the embodiment of the present invention is not specifically limited.
Step S108 is divided, to Deformational Environment coverage is excavated to the supporting knot according to simulation results
Structure maximum weighted position is positioned.
In embodiments of the present invention, the distribution and branch of excavation deformation influence area can be determined by analog simulation result
The stress size of protection structure each position.It as illustrated in figures 4-5, can be true by being divided to excavation Deformational Environment coverage
Determine the area distribution of excavation deformation, wherein excavation deformation environmental influence range can by the size of influence divide be the main zone of influence,
The secondary zone of influence and the danger of supporting construction can be determined according to the stress size of supporting construction in the main zone of influence without the zone of influence
Point and key point, as shown in Figure 6；Wherein, dangerous point is primarily referred to as the point that stress approached or reached preset range, key point
It is primarily referred to as being easy to happen the point for destroying or being affected to other structures.It, can be more preferable by the positioning to these two types point
Ground monitors the state of entire engineering, guarantees that the safety of construction carries out.
Step S110 most receives greatly according to the division result of the excavation deformation environmental influence range and the supporting construction
The positioning result at power position lays at least one excavation of foundation pit response data acquisition device in the foundation pit crater wall.
In embodiments of the present invention, excavation of foundation pit response data acquisition device is selected from soil mass of foundation pit deformation acquisition device, branch
Protection structure is by one of force acquisition device, groundwater level depth acquisition device, pore water pressure force acquisition device or a variety of；Its
In, soil mass of foundation pit deformation acquisition device can select foundation pit crater wall Soil inclinometer, and supporting construction can be selected by force acquisition device
With supporting construction stress meter, groundwater level depth acquisition device can select Foundation Pit outer and mine water position meter, pore water
Pressure acquisition device can select pore pressure gauge.Result after arrangement can be drawn on pit retaining monitoring floor plan
In, as shown in fig. 7, convenient for checking at any time.
Step S112, is arranged tidal data recovering transmitting device, and the tidal data recovering transmitting device and the excavation of foundation pit respond
Data acquisition device connection, for summarizing collected excavation of foundation pit response data and being sent to client and/or server.
In embodiments of the present invention, excavation of foundation pit scene or nearby, tidal data recovering transmitting device can also be set, use
In summarizing collected excavation of foundation pit response data and be sent to client and/or server, tidal data recovering transmitting device and base
Hole excavates response data acquisition device and passes through wired or be wirelessly connected, and can actively obtain or passively receive base
Hole excavate the collected excavation of foundation pit response data of response data acquisition device, tidal data recovering transmitting device also with client and/
Or server is connected, and the data summarized can be sent to client and/or server, realize the long-range monitoring of system.As
A kind of optimal way, client and/or server can also control each excavation of foundation pit by tidal data recovering transmitting device and respond
Data acquisition device, such as switch control etc..
The method for arranging of excavation of foundation pit monitoring system provided in an embodiment of the present invention, in terms of base pit engineering excavation response analysis
Based on calculating model, the Rock And Soil physical and mechanical parameter of foundation pit, the physical mechanics of hydraulic parameter and the supporting construction are utilized
Parameter, excavation of foundation pit is responded carry out analogue simulation so that it is determined that supporting construction maximum weighted position, by determining
Maximum weighted position setting excavation of foundation pit response data acquisition device can collect the dangerous point of engineering or the sound of key point
Data are answered, to improve the accuracy of system data acquisition and analysis, advantageously ensure that construction safety.
It in one embodiment, further include step S202 except step S110.
Step S202 most receives greatly according to the division result of the excavation deformation environmental influence range and the supporting construction
The positioning result at power position determines aperture, the depth, verticality ginseng of foundation pit crater wall soil deformation and observation of groundwater levels drilling
Number.
In embodiments of the present invention, according to the division result of the excavation deformation environmental influence range and the supporting knot
The positioning result at structure maximum weighted position, can also determine foundation pit crater wall soil deformation and observation of groundwater levels drilling aperture,
Depth, verticality parameter.Wherein, the aperture of drilling and depth directly influence the accuracy of collected data, it is desirable that bore
The aperture in hole is matched with excavation of foundation pit response data acquisition device；Depth can also generate excavation of foundation pit response data acquisition device
Influence, for example, excavation of foundation pit response data acquisition device is too close apart from foundation pit wall surface when drilling depth is too small, be easy by
The influence of foundation pit wall surface unstable factor, and when depth is larger, excavation of foundation pit response data acquisition device cannot obtain well
Take wall surface deformation data；In addition, the verticality of drilling can also generate shadow for the installation of excavation of foundation pit response data acquisition device
It rings, certain instrument requirements right angle settings.
The method for arranging of excavation of foundation pit provided in an embodiment of the present invention monitoring system can not only position engineering dangerous point with
And key point can also quantitatively provide the size reference of deflection, stress on this basis, it, can be true using these data
The size for determining the installation drilling of excavation of foundation pit response data acquisition device, since installation drilling and the acquisition of excavation of foundation pit response data fill
The accuracy for whether matching and will have a direct impact on data acquisition is set, therefore the present invention can be improved by providing the dimension reference of drilling
The accuracy of data acquisition.
It in one embodiment, further include step S302 except step S110.
Step S202 most receives greatly according to the division result of the excavation deformation environmental influence range and the supporting construction
The positioning result at power position determines that the soil mass of foundation pit deformation acquisition device, supporting construction are buried by force acquisition device, level of ground water
Deep acquisition device, the range of pore water pressure force acquisition device, resolution ratio and precision.
In embodiments of the present invention, according to the division result of the excavation deformation environmental influence range and the supporting knot
The positioning result at structure maximum weighted position can determine the maximum deformation quantity and stress of supporting construction or soil mass of foundation pit
Range may thereby determine that soil mass of foundation pit deformation acquisition device, supporting construction by force acquisition device, groundwater level depth acquisition dress
It sets, the range of pore water pressure force acquisition device, resolution ratio and precision, so that excavation of foundation pit response data acquisition device and deformation
Amount or the fitting of the range of stress intensity, can be improved the accuracy of data acquisition, prevent because of range, resolution ratio and precision not
Suitable bring data error.
The method for arranging of excavation of foundation pit provided in an embodiment of the present invention monitoring system can not only position engineering dangerous point with
And key point can also quantitatively provide the size reference of deflection, stress on this basis, it, can be true using these data
The size for determining excavation of foundation pit response data acquisition device range, resolution ratio and precision, since excavation of foundation pit response data acquires
Whether range, resolution ratio and the precision of device directly influence collected data accurate, therefore the present invention is by providing base
The accuracy of data acquisition can be improved in the reference that response data acquisition device range, resolution ratio and precision are excavated in hole.
Fig. 8 show the embodiment of the invention also provides a kind of excavation of foundation pit monitor system, the system comprises:
At least one excavation of foundation pit response data acquisition device, the position of the excavation of foundation pit response data acquisition device is according to power
Benefit require 1 described in method determine；And
Tidal data recovering transmitting device, the tidal data recovering transmitting device are connect with the excavation of foundation pit response data acquisition device,
For summarizing collected excavation of foundation pit response data and being sent to client and/or server；
The client and/or server are communicated with the tidal data recovering transmitting device, the long-range prison for excavation of foundation pit response
Control.
In embodiments of the present invention, the installation site of excavation of foundation pit response data acquisition device, drilling size, range, point
The method for arranging for the excavation of foundation pit monitoring system that resolution and precision can provide according to embodiments of the present invention determines, in this part
Holding can be with reference to described previously, and details are not described herein again.
In embodiments of the present invention, tidal data recovering transmitting device by conducting wire or wirelessly with each excavation of foundation pit
Response data acquisition device is connected, and client or server are then forwarded to after collected data are summarized.It can manage
Solution, tidal data recovering transmitting device, can be with other than data summarization and with client or the function of server communication
Has the function that data are carried out with preliminary treatment, the present invention is not especially limit this.
In embodiments of the present invention, client perhaps server can be set it is multiple by multiple client or service
Device can respectively be handled collected field data, to have the function that monitor construction site length of run.
The embodiment of the invention provides a kind of excavation of foundation pit to monitor system, by the side for carrying out analog simulation to construction site
Formula determines setting position, the bore size of installation, range, resolution ratio and the essence of excavation of foundation pit response data acquisition device
Degree, so as to improve the accuracy of data acquisition；It is passed in addition, being provided with the tidal data recovering being connected with client or server
Defeated device, each collected data of excavation of foundation pit response data acquisition device can be summarized and are sent to client or
Person's server advantageously ensures that the safety of construction to realize the long-range monitoring of construction site.
Although should be understood that various embodiments of the present invention flow chart in each step according to arrow instruction successively
It has been shown that, but these steps are not that the inevitable sequence according to arrow instruction successively executes.Unless expressly state otherwise herein,
There is no stringent sequences to limit for the execution of these steps, these steps can execute in other order.Moreover, each embodiment
In at least part step may include that perhaps these sub-steps of multiple stages or stage are not necessarily multiple sub-steps
Completion is executed in synchronization, but can be executed at different times, the execution in these sub-steps or stage sequence is not yet
Necessarily successively carry out, but can be at least part of the sub-step or stage of other steps or other steps in turn
Or it alternately executes.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-described embodiment
In each technical characteristic it is all possible combination be all described, as long as however, the combination of these technical characteristics be not present lance
Shield all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
Limitations on the scope of the patent of the present invention therefore cannot be interpreted as.It should be pointed out that for those of ordinary skill in the art
For, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to guarantor of the invention
Protect range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (8)
1. a kind of method for arranging of excavation of foundation pit monitoring system, which is characterized in that the described method comprises the following steps:
Foundation pit sitework geological generalization mould is established according to engineering geology, Hydrogeologic Survey data and excavation of foundation pit design data
Type；
Base pit engineering, which is established, according to foundation pit supporting construction data and the foundation pit sitework geological generality model excavates response
Analysis and calculation model；
Rock And Soil physical and mechanical parameter, the hydraulics ginseng of response analysis computation model and foundation pit are excavated according to the base pit engineering
Several and the supporting construction physical and mechanical parameter, responds excavation of foundation pit and carries out analogue simulation；
It is divided, to Deformational Environment coverage is excavated to supporting construction maximum weighted position according to simulation results
It is positioned；
According to the positioning at the division result of the excavation deformation environmental influence range and supporting construction maximum weighted position
As a result, laying at least one excavation of foundation pit response data acquisition device in the foundation pit crater wall；
Tidal data recovering transmitting device is set, and the tidal data recovering transmitting device and the excavation of foundation pit response data acquisition device connect
It connects, for summarizing collected excavation of foundation pit response data and being sent to client and/or server.
2. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 1, which is characterized in that the foundation pit field
Ground engineering geology form general model includes soil layer construction model and the excavation of foundation pit area that represents on the soil layer construction model.
3. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 2, which is characterized in that the foundation pit field
Ground engineering geology form general model further include the building zone of action represented on the soil layer construction model, subway tunnel,
One of lake, massif are a variety of.
4. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 1, which is characterized in that the foundation pit branch
Protection structure includes inner support, column, support pile, waist rail, crown beam.
5. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 1, which is characterized in that the foundation pit is opened
It digs response data acquisition device and is selected from soil mass of foundation pit deformation acquisition device, supporting construction by force acquisition device, groundwater level depth
One of acquisition device, pore water pressure force acquisition device are a variety of.
6. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 5, which is characterized in that described according to institute
The division result of excavation deformation environmental influence range and the positioning result at supporting construction maximum weighted position are stated, described
Foundation pit crater wall lays at least one excavation of foundation pit response data acquisition device, furthermore further include:
According to the positioning at the division result of the excavation deformation environmental influence range and supporting construction maximum weighted position
As a result, determining the aperture of foundation pit crater wall soil deformation and observation of groundwater levels drilling, depth, verticality parameter.
7. a kind of method for arranging of excavation of foundation pit monitoring system according to claim 1, which is characterized in that described according to institute
The division result of excavation deformation environmental influence range and the positioning result at supporting construction maximum weighted position are stated, described
Foundation pit crater wall lays at least one excavation of foundation pit response data acquisition device, furthermore further include:
According to the positioning at the division result of the excavation deformation environmental influence range and supporting construction maximum weighted position
As a result, determine soil mass of foundation pit deformation acquisition device, supporting construction by force acquisition device, groundwater level depth acquisition device,
Range, resolution ratio and the precision of pore water pressure force acquisition device.
8. a kind of excavation of foundation pit monitors system, which is characterized in that the system comprises:
At least one excavation of foundation pit response data acquisition device, the position of the excavation of foundation pit response data acquisition device is according to power
Benefit require 1 described in method determine；And
Tidal data recovering transmitting device, the tidal data recovering transmitting device are connect with the excavation of foundation pit response data acquisition device,
For summarizing collected excavation of foundation pit response data and being sent to client and/or server；
The client and/or server are communicated with the tidal data recovering transmitting device, the long-range prison for excavation of foundation pit response
Control.
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| CN110781544A (en) * | 2019-10-21 | 2020-02-11 | 暨南大学 | Model building system for rock soil and tunnel structure |
| WO2022047970A1 (en) * | 2020-09-01 | 2022-03-10 | 浙江勤业建工集团有限公司 | Bim-based method for simulated calculation of deep foundation pit before construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110781544A (en) * | 2019-10-21 | 2020-02-11 | 暨南大学 | Model building system for rock soil and tunnel structure |
| CN110781544B (en) * | 2019-10-21 | 2023-12-12 | 暨南大学 | Model building system for rock soil and tunnel structure |
| WO2022047970A1 (en) * | 2020-09-01 | 2022-03-10 | 浙江勤业建工集团有限公司 | Bim-based method for simulated calculation of deep foundation pit before construction |
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