Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (8): 2351-2361.doi: 10.16285/j.rsm.2023.1432

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Influence of water change path and volume change in soil on soil-water characteristic curve measured by filter paper method under drying path

YE Yun-xue1, YI Bo-wen2, LIU Xiao-wen2, WU Jun-hua1, HONG Ben-gen3   

  1. 1. College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang, Jiangxi 330063, China; 2. School of Infrastructure Engineering, Nanchang University, Nanchang, Jiangxi 330031, China; 3. Longyan Rare Earth Development Co., Ltd., Longyan, Fujian 364000, China
  • Received:2023-09-21 Accepted:2024-01-02 Online:2024-08-10 Published:2024-08-12
  • Contact: 刘小文,男,1968年生,博士,教授,主要从事岩土工程性质、边坡稳定性分析及治理等教学与科研工作。E-mail: cnliuxiaowen@126.com
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51268046, 51869013) and the Jiangxi Provincial Science and Technology Research Programs of the Education Department of China (GJJ210920).

Abstract: Although the filter paper method has been widely used in the study of soil-water characteristics of unsaturated soil, the test data of the filter paper method and the pressure plate test data are always not continuous and smooth. For this reason, a series of indoor pressure plate tests, filter paper tests and soil shrinkage tests were carried out based on the water change path and volume change of the samples, and quantitative analysis of statistical indicators was conducted based on the test results of the soil water characteristic curve (SWCC). The research results show that the SWCC test data measured by the filter paper method and the pressure plate method along the drying path from saturation can be effectively connected, while the SWCC test data measured by these methods along the path without water change may be staggered or crossed during the connection, especially for the soil with significant deformation. In this paper, an improved method is proposed so as to accurately estimate the SWCC based on degree of saturation, which the soil shrinkage test is only required to supplement. A reasonable explanation is given for the differences in the performance of different filter paper method test results. The research results can not only provide important theoretical guidance for the test personnel when they deal with the test data of filter paper method and pressure plate method simultaneously, but also expand the application scope of filter paper method.

Key words: unsaturated soil, drying path, water change path, volume change, soil-water characteristic curve

CLC Number: 

  • TU 43
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