Soil layer sedimentation tester and test method thereof

A test method and tester technology, which can be applied to soil material testing, material inspection products, etc., can solve the problems of inability to guarantee characteristics, inability to simulate the actual process of groundwater action, inability to immerse and discharge, etc.

Inactive Publication Date: 2014-03-26
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The disadvantage of the existing experiments is that, first of all, the above two methods can only drain water from the top and bottom, but cannot immerse and discharge water from the side

Method used

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  • Soil layer sedimentation tester and test method thereof
  • Soil layer sedimentation tester and test method thereof
  • Soil layer sedimentation tester and test method thereof

Examples

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Embodiment Construction

[0033] A specific implementation of a soil subsidence tester under the condition of simulating the groundwater cycle will be described in detail below in conjunction with the accompanying drawings.

[0034] Such as figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 As shown, an outer cylinder 2 is provided on the base 3, a water inlet pipe 5 is provided above the outer cylinder 2, a water outlet pipe 6 is provided below the outer cylinder 2, and a transparent inner cylinder 1 with a side wall perforated is set inside the outer cylinder 2. The side wall perforated transparent inner cylinder 1 is the same height as the outer cylinder 2, and the side wall perforated transparent inner cylinder 1 is provided with a top plate 4 placed above the soil layer after the side wall perforated transparent inner cylinder 1 is filled with soil , the base 3 is placed on the base plate of the reaction force frame 7, and the top of the reaction force frame 7 is provided with a jack 8 ...

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Abstract

The invention discloses a soil layer sedimentation tester and a test method thereof. The tester comprises three parts namely an experiment device, a pressure loading device and a measurement device, wherein a transparent inner cylinder and an outer cylinder are arranged on a base; a water inlet is formed in the upper part of the outer cylinder; a water outlet is formed in the lower part of the outer cylinder; water leak holes are formed in the wall of the inner cylinder; a top plate is arranged at the upper part of the inner cylinder; a jack is arranged at the upper part of a reaction frame; a dial gauge is mounted at the end part of a dial gauge bracket; the three parts are combined closely and work together. The invention discloses the soil layer sedimentation tester for measuring soil layer sedimentation under the influence of underground water periodic variation and the test method of the tester; the weight stress on the soil layer is simulated through controlling the external load on the soil layer and the periodic variation of underground water level is simulated through controlling the variation of water level between the inner cylinder and the outer cylinder, so that the soil layer sedimentation rule formed under the influence of underground water periodic variation is obtained.

Description

technical field [0001] The invention relates to a soil subsidence tester capable of measuring the settlement and rebound of the soil layer under the action of the groundwater cycle, in particular to a soil subsidence tester used for surface subsidence analysis in the fields of roads, railways and buildings . The invention also relates to a test method of the soil layer settlement tester. Background technique [0002] The subsidence of soil layer under the periodic circulation of groundwater refers to a phenomenon that the soil layer consolidates under the action of external load, periodic circulation of groundwater and various other external forces. [0003] At present, surface subsidence has become a problem that cannot be ignored in the fields of road, railway and housing construction, and various accidents caused by uneven subsidence of the ground surface occur from time to time. Especially in areas where groundwater is active and changes periodically, land subsidence i...

Claims

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Application Information

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IPC IPC(8): G01N33/24
Inventor 付宏渊曾铃史振宁邱祥
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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