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Earth arch test apparatus

A tester and soil arching technology, applied in the field of soil arching tester, can solve the problems of high friction, few soil arches, no soil arch mechanics and space conditions, etc., and achieve the effect of simple structure

Active Publication Date: 2009-08-12
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But at present, there are no good test methods and test equipment for soil arches reported. The main reason is that they do not have the mechanical and spatial conditions of soil arches. The details are as follows: (1) In actual reinforcement projects, generally soil In this way, the soil before the arch will not be removed, and the soil arch cannot be observed in the actual project, so there are few field tests of the soil arch at present; (2) In the model test, most experimenters pursue the model and the field practice The situation is similar, and the potential movement direction of the soil is set to be consistent with the site. Since the model is small, the weight of the soil before the arch is small, but the friction force it receives is relatively large, and the soil arch before the arch still does not have removed conditions, so there are few conventional physical model tests of soil arches reported

Method used

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Embodiment Construction

[0011] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0012] refer to figure 1 with figure 2 , the soil arch tester of the present invention, it comprises box body 10, arch foot model column 11 and pressurization device and force-measuring device, box body 10 has upper port and lower port, two arch foot model columns 11 are arranged at intervals in box At the lower port of the body 10, the pressurizing device is arranged above the upper port of the box body 10, and the lower port of the box body 10 has a space 14 for soil falling before the arch. During the test, the pressurizing device pressurizes the soil sample in the box 10 until the soil in front of the arch between the two arch foot support plates 11 falls down to form a soil arch. The soil arch can be directly reproduced and the arch can be directly measured. The height and span of the arch are used to describe the arch, and the axis of the arch ...

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Abstract

The invention discloses a soil arching tester which aims at realizing the direct reappearance of soil arching and can validate the soil arching through the testing of soil pressure before arching. The soil arching tester comprises a tank body (10), arch spring model columns (11), a pressurization device and a force measuring device; the tank body (10) is provided with an upper port and a lower port; two arch spring model columns (11) are alternately arranged on the lower port of the tank body (10); the pressurization device is arranged on the upper part of the upper port of the tank body (10); and the lower part of the lower port of the tank body (10) is provided with a dropping space (14) for the soil before arching. The soil arching tester has the advantages that: the soil arching tester can realize the direct reappearance of the soil arching, can directly measure the height and the span of the arch and draw the arch form and obtain the arch axis through the calculation; and through the measurement of the pressure distribution of the soil before arching, the soil arching tester determines the existence and the influencing factors of the soil arching, determines the span of the arch, has a simple structure and can conveniently carry out the soil arching tests of various soils.

Description

technical field [0001] The invention relates to a soil arch tester, in particular to a soil arch tester mainly used for the soil arch test between anti-slide piles. Background technique [0002] Soil arch refers to the arch formed inside the soil after it bears a certain pressure. The nature of the arch is determined by the physical and mechanical properties of the soil itself. The formation of the soil arch changes the stress state in the soil, causes the stress to redistribute, and transmits the pressure acting on the arch to the arch foot and the surrounding stable medium. The geometric and mechanical properties of the soil arch and the arch directly affect or even determine the design parameters of the reinforced structure. The distribution of force is determined by the nature of the soil arch between the piles. Therefore, it is particularly important to reproduce the soil arch in a specific engineering environment by means of experiments, and to clarify the nature of ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M19/00G01M99/00
Inventor 赵晓彦姚元锋蒋楚生熊自英
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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