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Simple calculation method for radial maximum displacement of diaphragm wall in excavation stage

A calculation method and maximum displacement technology, applied in calculation, design optimization/simulation, data processing applications, etc., can solve problems such as unfavorable engineering promotion, high requirements for theoretical calculation skills, and difficulties in radial displacement of ground-connected walls, etc., to achieve calculation Simple, high-precision results

Pending Publication Date: 2020-04-10
GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD +1
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Problems solved by technology

However, at present, it is difficult to obtain the radial displacement of the ground connection wall at different excavation depths. The common method is to establish a finite element solid model of the ground connection wall and the surrounding soil. The model often needs to consider nonlinear problems such as contact. Technical personnel have high requirements for theoretical calculation skills, which is not conducive to project promotion

Method used

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  • Simple calculation method for radial maximum displacement of diaphragm wall in excavation stage
  • Simple calculation method for radial maximum displacement of diaphragm wall in excavation stage
  • Simple calculation method for radial maximum displacement of diaphragm wall in excavation stage

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Embodiment

[0039] Such as Figure 1-3 As shown, a simple calculation method for the maximum radial displacement of the ground connecting wall at the excavation stage includes the following steps:

[0040] Step S1: Establish a finite element model in the excavation stage of the ground connecting wall. The finite element model is a grooved body. The finite element model includes ground connecting wall 1, bottom plate 2, inner lining 3 and core filler 4. Ground connecting wall 1 is a semi-cylinder The bottom of the finite element model is provided with a bottom plate 2, and the inner side of the ground connecting wall 1 is closely fitted with an inner lining 3. The finite element model is filled with a filler 4, and there is an arch 6 above the finite element model. The top of 1 is the cap beam 5.

[0041] Step S2: Simplify the ground connecting wall 1 into a cylindrical curved surface, select a cylindrical curved surface on the ground connecting wall 1 and establish a curved surface coordinate ...

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Abstract

The invention belongs to the technical field of calculating the radial displacement of a diaphragm wall in an excavation stage and relates to a simple calculation method for the radial maximum displacement of a diaphragm wall in an excavation stage. The method comprises the following steps that: S1, a finite element model in a diaphragm wall excavation stage is established, wherein the finite element model comprises a diaphragm wall, a bottom plate, a lining and a filling core, the diaphragm wall is a semicircular cylinder, a bottom plate is arranged at the bottom of the finite element model,the lining is tightly attached to the inner side of the diaphragm wall, and the finite element model is filled with the filling core; S2, the diaphragm wall is simplified into cylindrical curved surfaces, one cylindrical curved surface is selected from the diaphragm wall, and a curved surface coordinate system is established on the cylindrical curved surface; and S3, the calculation formula of theradial maximum displacement of the diaphragm wall is solved. With the method of the invention adopted, the maximum radial deformation of the diaphragm wall under different excavation depths is obtained. The method has the advantages of easiness and convenience in calculation, high precision and the like, and can completely meet construction monitoring requirements.

Description

【Technical Field】 [0001] The invention relates to the technical field of calculating the radial displacement of a connecting wall in an excavation stage, in particular to a simple calculation method for the maximum radial displacement of a connecting wall in an excavation stage. 【Background technique】 [0002] As a retaining and anti-seepage structure in the excavation stage, the ground connecting wall is of great significance to the safety and smooth progress of the excavation construction. Therefore, the maximum radial displacement of the ground connecting wall is a very important parameter, no matter in the design stage or the construction stage of the ground connecting wall, and it is an important index for evaluating the safety of the ground connecting wall. However, it is currently difficult to obtain the radial displacement of the ground connecting wall at different excavation depths. The common method is to establish a finite element solid model of the ground connecting w...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/13G06F30/23G06Q50/08
CPCG06Q50/08
Inventor 王华黄辉吴进星卓小丽郝天之王龙林
Owner GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
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