Device for studying cracking-degree-variable multi-effect coupled critical collapse test

A technology with a variable crack opening, applied in soil material testing, material inspection products, etc., can solve the problem of not having ideal, large-scale, reciprocating test research conditions, unable to establish a standard scale for collapse evaluation, and unable to answer whether it is collapsed or not. and other problems, to achieve the effect of improving test efficiency, facilitating collection, and reducing work intensity

Active Publication Date: 2012-12-19
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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Problems solved by technology

In order to shorten the test period, the crack openings simulated by the test are usually relatively large, and the research conclusions mainly focus on whether a certain soil collapses under the condition of vertical water infiltration and the duration, but it cannot answer the minimum karst crack opening. The problem of collapsing or not under combined conditions with hydrodynamic forces (and others)—Critical conditions for collapsing
Therefore, it is impossible to establish a benchmark scale for collapse evaluation in practical applications
[0004] For the prevention and treatment of karst ground subsid...

Method used

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  • Device for studying cracking-degree-variable multi-effect coupled critical collapse test
  • Device for studying cracking-degree-variable multi-effect coupled critical collapse test
  • Device for studying cracking-degree-variable multi-effect coupled critical collapse test

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Embodiment Construction

[0014] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0015] refer to figure 1 , the present invention's variable crack opening multi-effect coupled critical collapse test research device mainly includes the following parts:

[0016] 1. The groundwater submerged erosion simulation system is a box with a back-shaped groove and an upper-end opening structure. The inner groove 10a and the outer groove 10b are connected by dense small holes, and a crack opening 14 is set at the bottom of the inner groove 10a. During the test, soil samples were filled in the inner tank 10a, water was injected into the outer tank 10b to simulate the groundwater level, and the water in the outer tank 10b penetrated into the filled soil samples through dense small holes. Set drainage and water supply devices on the edge of the outer tank 10b, and control the water levels of the inner tank 10a and the outer tank 10b to meet the te...

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Abstract

The invention relates to a device for studying the cracking-degree-variable multi-effect coupled critical collapse test to realize the study on the karst ground collapse test under the conditions different cracking degrees and hydrodynamic forces, determine the critical condition of the collapse of the test model and establish the collapse evaluation benchmark scale. The device comprises a groundwater latent erosion simulation system, a cracking degree control system, a raining simulation system and a real-time monitoring system. The groundwater latent erosion simulation system is a box with an groove shaped like the Chinese character hui and an upper-end opening structure, the inner groove and the outer groove of the groundwater latent erosion simulation system are communicated by small dense holes, and the bottom of the inner groove is provided with a crack; the cracking degree control system covers the lower end opening of the crack and comprises a movable cover plate and an adjusting mechanism; the raining simulation system is fixed above the end opening of the inner groove; and the real-time monitoring system comprises a camera and a monitoring computer, wherein the camera is arranged in the key position of the model, and the monitoring computer is connected with the camera.

Description

technical field [0001] The invention relates to a research device for crack opening variable multi-effect coupling critical collapse test, which is used for the prevention and treatment of karst ground subsidence in karst-covered karst areas, and obtains reference standards for risk analysis and treatment effect detection of karst ground subsidence under the same conditions. . Background technique [0002] Karst is widespread in my country, and geological disasters based on differential dissolution of soluble rocks occur frequently, and disaster losses caused by foundation collapse of railways, highways, and buildings remain high every year. With the rapid development of my country's high-speed railway, the damage caused by karst ground subsidence has also increased sharply. Due to the complexity and concealment of karst morphological development and the many factors affecting karst ground subsidence, it is difficult to carry out field experiments and tests as a means of sy...

Claims

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Application Information

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IPC IPC(8): G01N33/24
Inventor 王清海郭永春李云华诸宇光马侃彦翟建平谢强文江泉
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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