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Unsaturated soil permeability coefficient measurement device

A technology for measuring device and permeability coefficient, which is applied in the direction of measuring device, permeability/surface area analysis, suspension and porous material analysis, etc. It can solve the problem of single applicable method, large sensor spacing arrangement, inability to accurately measure soil permeability coefficient function, etc. problems, to achieve accurate measurement, reasonable layout spacing, and even spacing layout

Pending Publication Date: 2018-12-21
BEIJING JIAOTONG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The hydraulic-mechanical coupling characteristic is the most important characteristic that distinguishes unsaturated soil from saturated soil. Therefore, it is impossible to truly reflect the influence of soil deformation on the soil-water characteristic curve by considering the mechanical and hydraulic properties of unsaturated soil in isolation. Reproduce seepage behavior of unsaturated soils
The traditional one-dimensional soil column seepage device does not consider the influence of water and force on the soil permeability coefficient at the same time, and cannot measure the axial displacement of the soil column. The sensor spacing is relatively large. For soil with a large permeability coefficient, It is impossible to accurately measure the soil permeability coefficient function under the coupling of water and force, and there is no real response to the deformation law of the soil under the simultaneous action of water and force. The applicable method is relatively simple, and the applicability needs to be improved.

Method used

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  • Unsaturated soil permeability coefficient measurement device
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  • Unsaturated soil permeability coefficient measurement device

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Embodiment 1

[0036] Such as figure 1 As shown, Embodiment 1 of the present invention provides an unsaturated soil permeability coefficient measuring device, including a soil column system, a drainage system and a measurement system, and the measurement system includes a plurality of moisture sensors 1, a plurality of tensiometers 2, The soil column system includes a columnar straight pipe 3, which is used to contain the soil sample 4 to be tested; the upper end of the columnar straight pipe 3 is provided with a permeable structure 5, and the upper end of the permeable structure 5 is connected with a loading A device for applying axial pressure to the soil sample 4 to be tested through the loading device; a base 6 is provided at the bottom of the columnar straight tube 3 , and a through hole 7 is provided in the middle of the base 6 .

[0037] In Embodiment 1 of the present invention, the columnar straight pipe 3 is connected by two plexiglass pipes with an inner diameter of 150 mm, an oute...

Embodiment 2

[0060] Embodiment 2 of the present invention provides a method for measuring the permeability coefficient of sandy loess using the device described in Embodiment 1. The method includes the following process steps:

[0061] Step 1: Load soil. Put the sandy loess into the columnar straight pipe layer by layer, and compact it in 20 layers, each layer of soil height is 40mm, and the test soil column formed is 800mm in height.

[0062] Step 2: Install the moisture sensor and tensiometer. Use a knife to dig out a hole slightly smaller than the sensor inside the soil column, insert the moisture sensor and tensiometer into the soil column, and use glass glue to seal the gap between the sensor and the plexiglass cylinder.

[0063] Step 3: Apply the load. The load is applied in stages, each level is 10KPa, after each level of load is applied, when the axial deformation of the soil column is less than 0.01mm / h, the next level of load is applied until the target load.

[0064] Step 4:...

Embodiment 3

[0067] Embodiment 2 of the present invention provides a method for measuring the permeability coefficient of strongly weathered sandstone by using the device described in Embodiment 1. The method includes the following process steps:

[0068] Step 1: Load soil. The strongly weathered sandstone is loaded into the columnar straight pipe layer by layer, and compacted in 20 layers. The height of each layer is 40mm, and the test soil column formed is 800mm in height.

[0069] Step 2: Install the moisture sensor and tensiometer. Use a knife to dig out a hole slightly smaller than the sensor inside the soil column, insert the moisture sensor and tensiometer into the soil column, and use glass glue to seal the gap between the sensor and the plexiglass cylinder.

[0070] Step 3: Apply the load. The load is applied in stages, each level is 10KPa, after each level of load is applied, when the axial deformation of the soil column is less than 0.01mm / h, the next level of load is applied...

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Abstract

The invention discloses an unsaturated soil permeability coefficient measurement device, and relates to the technical field of soil body permeability coefficient measurement. The device comprises a columnar straight pipe, a plurality of moisture sensors, a plurality of tensiometers, a soil column axial deformation measurement device, and a wetting front displacement measurement device, wherein thecolumnar straight pipe is used for containing a soil sample to be measured, and the upper end of the columnar straight pipe is provided with a loading device for applying axial pressure to the soil sample to be measured; the plurality of moisture sensors and the plurality of tensiometers are evenly arranged on the columnar straight pipe in sequence from top to bottom, water quantity changes in awater supply device and a water storage device are measured through a gravity measurement device; the soil column axial deformation measurement device measures the axial deformation quantity of the soil sample to be measured; and the wetting front displacement measurement device measures wetting front advancing displacement in the soil sample to be measured. By use of the device, the soil column axial deformation can be recorded, the change of soil column axial displacement is monitored to predict the deformation rule of the soil body under different axial force functions, so that a transientprofile method can be used, a wetting front advancing method can be used for measuring a soil body permeability coefficient, and two methods can be simultaneously utilized to accurately measure the unsaturated permeability coefficient functions of various soil bodies.

Description

technical field [0001] The invention relates to the technical field of soil sample permeability coefficient measurement, in particular to a measuring device capable of accurately measuring the permeability coefficient of unsaturated soil under hydraulic-mechanical coupling. Background technique [0002] The hydraulic-mechanical coupling characteristic is the most important characteristic that distinguishes unsaturated soil from saturated soil. Therefore, it is impossible to truly reflect the influence of soil deformation on the soil-water characteristic curve by considering the mechanical and hydraulic properties of unsaturated soil in isolation. Reproduces the seepage behavior of unsaturated soils. The traditional one-dimensional soil column seepage device does not consider the influence of water and force on the soil permeability coefficient at the same time, and cannot measure the axial displacement of the soil column. The sensor spacing is relatively large. For soil with...

Claims

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Application Information

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IPC IPC(8): G01N15/08
CPCG01N15/0826G01N2015/0813
Inventor 蔡国庆杨雨韩博文刘祎李舰赵成刚
Owner BEIJING JIAOTONG UNIV
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