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A cpt test device and test method capable of simulating real soil equal stiffness boundary conditions

A boundary condition and test device technology, applied in the field of civil engineering, can solve the problems of inconsistent boundary conditions, soil boundary conditions that cannot reflect the real soil boundary, etc.

Active Publication Date: 2021-07-09
ZHEJIANG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Aiming at the problem that the soil boundary conditions cannot reflect the real soil boundary during the CPT static penetrating test in the laboratory, the present invention proposes a CPT test device and test method capable of simulating the real soil equal-stiffness boundary conditions
It has many advantages such as adjustable soil boundary stiffness, convenient loading, and boundary conditions that are more suitable for actual conditions. It solves the problem that the boundary conditions in the CPT static penetration test in the laboratory do not match the actual situation, and can ensure that the indoor test is consistent with the field. The actual test is consistent

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  • A cpt test device and test method capable of simulating real soil equal stiffness boundary conditions
  • A cpt test device and test method capable of simulating real soil equal stiffness boundary conditions
  • A cpt test device and test method capable of simulating real soil equal stiffness boundary conditions

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Embodiment Construction

[0030] In the present invention, the CPT test device capable of simulating the boundary conditions of equal stiffness of real soil includes an outer box 1, a soil sample box 2, a pressurized cover plate 3, a CPT probe rod 12, and the like. The four side walls of the soil sample box 2 are composed of multiple equal rigidity side wall units 5, and the inside of the soil sample box is covered with geotextile 16, which serves as a water flow channel for soil sample drainage and consolidation; when loading samples, the soil pressure gauge 18 can be buried In the soil sample; measure the soil pressure response of the soil sample during the insertion process of the CPT probe rod 12, reflecting the influence of the CPT probe rod 12 on the surrounding soil during the insertion process. A limiting plate 4 is provided between the outer box 1 and the soil sample box 2, so as to control the axial displacement of the side wall unit 5 with equal rigidity, and the limiting hole 21 is opened on...

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Abstract

The invention discloses a CPT test device and a test method capable of simulating the boundary conditions of equal stiffness of real soil. The test device of the invention mainly includes an outer box, a soil sample box, a pressurized cover plate and the like. The inner box is composed of a plurality of equal-stiffness side wall units; the invention solves the problem that the boundary conditions of the soil cannot be accurately simulated in the indoor test by simulating the far-field equal-stiffness soil through the spring, and has simple operation, accurate test results and outstanding advantages. Through the experimental device of the invention, the CPT static penetration research of complex soil can be carried out indoors, providing a research basis for the interpretation of complex strata under real conditions.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and relates to a CPT (cone penetration test) test device and a test method capable of simulating the boundary conditions of equal stiffness of real soil. Background technique [0002] In geotechnical engineering investigation, CPT static sounding is an important test method to obtain formation parameters. In recent years, with the extension of civil engineering construction to areas with more complex geological conditions (gas-bearing formations, sediment mixed formations, etc.), it has become more difficult to reflect the real formation conditions through the interpretation of CPT test data. Therefore, it is necessary to carry out CPT static penetration test research on complex soil in the laboratory to provide a research basis for the interpretation of complex strata. However, the real soil boundary condition is an equal stiffness boundary, that is, the process of inserting the CPT i...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01V9/00G01L5/00
CPCG01L5/0028G01V9/00
Inventor 国振周文杰王宽君李佳豪王立忠芮圣洁李雨杰赵爽
Owner ZHEJIANG UNIV