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Performance test system and method for reinforced geotechnical structure under multi-field coupling effect

A testing system, reinforced soil technology, applied in the direction of testing material strength, measuring device, strength characteristics, etc. by applying stable tension/pressure, which can solve problems such as difficulty in simulating multi-field coupling and actual boundary conditions

Inactive Publication Date: 2022-02-01
SOUTHWEST JIAOTONG UNIV
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Problems solved by technology

[0004] The first purpose of the present invention is to provide a working condition simulator that applies multi-field coupling to reinforced geotechnical structures, so as to solve the technical problem that it is difficult to simulate multi-field coupling and actual boundary conditions in the indoor large-scale dynamic triaxial test in the prior art

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  • Performance test system and method for reinforced geotechnical structure under multi-field coupling effect
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  • Performance test system and method for reinforced geotechnical structure under multi-field coupling effect

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Embodiment Construction

[0024] The present invention will be clearly and completely described below in conjunction with the accompanying drawings. Those skilled in the art will be able to implement the present invention based on these descriptions. Before the present invention is described in conjunction with the accompanying drawings, it should be pointed out that:

[0025] The technical solutions and technical features provided in each part of the present invention, including the following description, can be combined with each other under the condition of no conflict.

[0026] In addition, the embodiments of the present invention referred to in the following description are generally only some embodiments of the present invention, not all of them. Therefore, based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0027] About terms and unit...

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Abstract

The invention discloses a performance test system and method for a reinforced geotechnical structure under the action of multi-field coupling. The technical problem that in the prior art, multi-field coupling and actual boundary conditions are difficult to simulate in an indoor large dynamic triaxial test is solved. The performance test system comprises a working condition simulation device and a measurement device. The working condition simulation device comprises: a supporting unit used for supporting the reinforced geotechnical structure; a vertical loading unit, which comprises a loading plate and a driving mechanism for driving the loading plate; a transverse restraining unit, which comprises a restraining plate and a supporting mechanism for supporting the restraining plate; a dry-wet circulation control unit, which comprises a water circulation mechanism and a drying mechanism; the measurement device comprises: a first distance measuring unit used for measuring vertical displacement; a second distance measuring unit used for measuring transverse displacement; a pressure monitoring unit used for measuring the pressure borne by the reinforced geotechnical structure; and a state monitoring unit used for measuring any several of the accelerated speed, the temperature and the water content of the reinforced geotechnical structure.

Description

technical field [0001] The present invention relates to the technical field of geotechnical engineering and railway engineering, in particular to the technical field of performance research of reinforced geotechnical structures under the action of hydro-thermal-mechanical coupling, specifically, to the technical field of reinforced geotechnical structures under the action of multi-field coupling performance testing system and method. Background technique [0002] Geocell reinforcement, as a form of three-dimensional reinforcement device, has been widely used in many fields at home and abroad. Geocell reinforcement is achieved through the confining effect of the side wall, friction between the upper and lower interfaces of the reinforced layer, and stress diffusion and flexible rafts. The subgrade effect can improve the overall stability of the subgrade structure and reduce settlement. [0003] At present, the common method for testing the dynamic performance of reinforced g...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/08G01N3/00G01N33/38
CPCG01N3/08G01N3/00G01N33/383G01N2203/022
Inventor 黄俊杰卢洺宇黄志超王鑫越闫凯旋苏谦贺鑫邓浩然杨雪
Owner SOUTHWEST JIAOTONG UNIV