International Journal of Geosciences

Volume 10, Issue 1 (January 2019)

ISSN Print: 2156-8359   ISSN Online: 2156-8367

Google-based Impact Factor: 0.56  Citations  h5-index & Ranking

Soil Water Characteristic Curve of an Unsaturated Soil under Low Matric Suction Ranges and Different Stress Conditions

HTML  XML Download Download as PDF (Size: 1989KB)  PP. 39-56  
DOI: 10.4236/ijg.2019.101004    1,416 Downloads   3,991 Views  Citations

ABSTRACT

Accurate evaluation of unsaturated soil properties is critical for the design of geotechnical and geo-environmental structures such as road pavements, foundations, and earth dams. Water retention activity in soils which is used to predict the stability or seepage problems in the ground is one of the key features in unsaturated soil mechanics. Thus, many experimental works have reported on the unsaturated soil properties, and the soil-water characteristic curve (SWCC) test has contributed significantly to the interpretation of matric suction. Since traditional instruments cannot apply stress in SWCC tests, some researchers have developed suction controlled triaxial apparatus, by which SWCC tests are performed under different stress states. Determination of SWCCs under stress conditions similar to those in the field is key for interpretation of the hydro-mechanical behavior of unsaturated soils. This study conducted SWCC tests of unsaturated silt soil in low matric suction ranges under both drying and wetting conditions. The SWCCs were measured under one-dimensional and isotropic confining stresses ranging from 50 to 450 kPa. The micro porous membrane method was used instead of high air entry ceramic disk for controlling relatively low matric suction. The range of matric suction controlled was from 0 to 20 kPa. The study revealed that the measured SWCC in low matric suction ranges seems to be affected by the influence of stress conditions. Isotropic confining stress caused the void structure of the specimen to become dense and consequently, soil moisture flow movement also decreased. The water retention activity was obviously high, and the point regard to air entry value was larger. The study further suggests that the current methods adopted for estimating unsaturated soil properties require further development to take into account the effect of different stress conditions.

Share and Cite:

Habasimbi, P. and Nishimura, T. (2019) Soil Water Characteristic Curve of an Unsaturated Soil under Low Matric Suction Ranges and Different Stress Conditions. International Journal of Geosciences, 10, 39-56. doi: 10.4236/ijg.2019.101004.

Cited by

[1] Density-Dependent Model of Soil–Water Characteristic Curves and Application in Predicting Unsaturated Soil–Structure Bearing Resistance
International Journal of …, 2023
[2] EXPERIMENTAL STUDY ON STATE BOUNDARY SURFACE OF COMPACTED SILTY SOIL
GEOMATE Journal, 2023
[3] Disturbed state concept and non-isothermal shear strength model for unsaturated soils
Bulletin of Engineering Geology and the …, 2022
[4] The Application and Improvement of Soil–Water Characteristic Curves through In Situ Monitoring Data in the Plains
Water, 2022
[5] Influência da Estrutura na Curva Característica de Retenção e no Comportamento Colapsível de um Solo Tropical
Anuário do Instituto de Geociências, 2021
[6] Effect of constant loading on unsaturated soil under water infiltration conditions
2020
[7] Shearing Infiltration Tests to Study Mechanical Behavior and Failure Mechanism of Shallow Slopes
2020
[8] Advanced Triaxial Tests on Partially Saturated Soils Under Unconfined Conditions
2020
[9] Miniaturized, Field-Deployable, Continuous Soil Water Potential Sensor
2020
[10] Shear infiltration and constant water content tests on unsaturated soils
2019
[11] Experimental Study on the Response of Unsaturated Silt Due to Change in Drainage Conditions During the Triaxial Test Process
2019

Copyright © 2024 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.