Triaxial consolidation test-based method for confirming relationship between soil body permeability coefficient and void ratio

A technology of consolidation test and permeability coefficient, which is used in permeability/surface area analysis, suspension and porous material analysis, measurement devices, etc. It can solve problems such as not clearly pointed out, and achieve the effect of convenient operation and simple principle.

Active Publication Date: 2015-01-21
SHANGHAI JIAO TONG UNIV
View PDF4 Cites 4 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, none of the above literatures clearly pointed out the method used to test the change of permeability coefficient, so it is particularly important to propose a method that can quickly determine the change law of permeability coefficient and obtain the data of the entire change process for comprehensive measurement

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Triaxial consolidation test-based method for confirming relationship between soil body permeability coefficient and void ratio
  • Triaxial consolidation test-based method for confirming relationship between soil body permeability coefficient and void ratio
  • Triaxial consolidation test-based method for confirming relationship between soil body permeability coefficient and void ratio

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0031] The present invention is described in detail below in conjunction with accompanying drawing:

[0032] like figure 1 As shown, the present invention provides a method for determining the relationship between soil permeability coefficient and void ratio based on triaxial consolidation test, comprising the following steps:

[0033] S1: Obtain test soil samples: use the thin-wall soil sampling method with less disturbance to obtain soil samples in designated areas, seal them up and use them for indoor tests, and obtain the initial void ratio e of the soil samples through tests 0 . Specifically, the soil gravity r is obtained by the ring knife method s , use the drying method to find the water content w of the excavated soil, and use the formula Obtain the initial void ratio, where r w is the weight of water;

[0034] S2: Making the sample: First, select the less disturbed area in the center of the soil sample for making, and determine the size of the sample according ...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

PUM

No PUM Login to view more

Abstract

The invention discloses a triaxial consolidation test-based method for confirming a relationship between a soil body permeability coefficient and a void ratio. The method comprises the following steps: firstly, acquiring a test soil sample, and acquiring an initial void ratio e0 of the soil sample by tests; secondly, preparing a test sample, and carrying out saturation treatment on the prepared test sample; then, carrying out a classification pressure-reduction seepage triaxial consolidation test on the test sample, and recording the pore pressure value and the volume variation value of the test sample in the testing process; then, treating recorded testing data, and calculating the permeability coefficient and the void ratio in the classification pressure-reduction process; and finally, confirming the relationship between the soil body permeability coefficient and the void ratio. According to the invention, a triaxial consolidometer is adopted for carrying out classification pressure-reduction seepage testing on the soil body test sample, and the permeability coefficient and the void ratio in a classification pressure-reduction test each time are calculated according to the pore pressure value and the volume variation value in the testing process, and finally the relationship between the soil body permeability coefficient and the void ratio is confirmed. The method is simple in principle, is convenient to operate, is accurate and reliable, and can rapidly determine the variation rule of the permeability coefficient.

Description

technical field [0001] The invention relates to the field of civil engineering, in particular to a method for determining the relationship between soil permeability coefficient and void ratio based on a triaxial consolidation test. Background technique [0002] Soil permeability refers to the property of how easily water flows through the pores in the soil. The permeability coefficient is an important physical index to measure the permeability of soil. It is a necessary basic parameter in the analysis and calculation of soil seepage, consolidation, precipitation, etc., including foundation settlement calculation considering consolidation, seepage analysis of dams and foundation Precipitation calculations, etc. [0003] At present, the testing methods for permeability coefficient usually include constant water head method, variable water head method and pore pressure static penetration detection permeability coefficient method, etc. "Standards for Geotechnical Test Methods"...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

Application Information

Patent Timeline
no application Login to view more
Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08
Inventor 陈锦剑冉岸绿王建华武朝军
Owner SHANGHAI JIAO TONG UNIV
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products