Estimation of soil suction from the soil-water characteristic curve

Author:

Fredlund Delwyn G.123,Sheng Daichao123,Zhao Jidong123

Affiliation:

1. Golder Associates Ltd., 1721 8th Street East, Saskatoon, SK S7H OT4, Canada.

2. The University of Newcastle, School of Engineering, Callaghan, NSW-2308, Australia.

3. Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong.

Abstract

Soil-water characteristic curves (SWCCs) are routinely used for the estimation of unsaturated soil property functions (e.g., permeability functions, water storage functions, shear strength functions, and thermal property functions). This paper examines the possibility of using the SWCC for the estimation of in situ soil suction. The paper focuses on the limitations of estimating soil suctions from the SWCC and also suggests a context under which soil suction estimations should be used. The potential range of estimated suction values is known to be large because of hysteresis between drying and wetting SWCCs. For this, and other reasons, the estimation of in situ suctions from the SWCC has been discouraged. However, a framework is suggested in this paper for estimating the median value for in situ soil suction along with a likely range of soil suction values (i.e., maximum and minimum values). The percentage error in the estimation of soil suction from the SWCC is shown to be lowest for sand soils and highest for clay soils.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. Brooks, R.H., and Corey, A.T. 1964. Hydraulic properties of porous media. Colorado State University, Fort Collins, Colo. Hydrology Paper No. 3 (March).

2. Some Methods of Calculating Unsaturated Permeability

3. Relative Permeability Calculations From Pore Size Distribution Data

4. A SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA

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