TECHNICAL PAPERS
May 11, 2011

Relationship between the Soil-Water Characteristic Curve and the Suction Stress Characteristic Curve: Experimental Evidence from Residual Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 1

Abstract

The part of effective stress resulting from soil moisture or soil suction variation can be defined by the suction stress characteristic curve (SSCC). For a given soil, the SSCC can be experimentally determined from shear-strength tests. Recent work shows that the SSCC can be uniquely linked to the soil-water characteristic curve (SWCC). The uniqueness of the SSCC determined from both shear strength and soil moisture retention tests is examined for several residual soils in Korea. The validity of the effective stress principle is demonstrated by showing that effective stress-based on the SSCC describes the same unique failure criterion as that for the saturated failure criterion. The measured SSCCs are also shown to predict the soil-water retention curves within a few percentage. The SWCCs of these residual soils, determined directly from soil moisture retention tests, also accord well with the SSCCs determined directly from triaxial shear-strength tests with the difference within several tens of kPa. Therefore, we show that the suction stress characteristic curve or soil-water retention curve alone can be used to describe both the effective stress and soil-water retention characteristics of variably saturated soils.

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Acknowledgments

A research grant from the Yeungnam University made it possible for SO to take his 2009 sabbatical and conduct the reported research. This research is partially supported by a grant from NSF (NSFCMMI-0855783) to NL, a grant from KICTEP (UNSPECIFIED210-C-000-204) to SO, and are greatly appreciated.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 1January 2012
Pages: 47 - 57

History

Received: Jan 25, 2010
Accepted: May 9, 2011
Published online: May 11, 2011
Published in print: Jan 1, 2012

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Seboong Oh, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Yeungnam Univ., Gyeongsan 712-749, Korea (corresponding author). E-mail: [email protected]
Ning Lu, F.ASCE [email protected]
Professor, Division of Engineering, Colorado School of Mines, Golden, CO 80401. E-mail: [email protected]
Assistant Manager, Civil Engineering Center, Samsung C&T, Seoul 1321-20, Korea; formerly, Postdoc., Railroad Structure Research Dept., Korea Railroad Research Institute (KRRI), Uiwang 360-1, Korea. E-mail: [email protected]
Sung Jin Lee [email protected]
Senior Researcher, Railroad Structure Research Dept., Korea Railroad Research Institute (KRRI), Uiwang 360-1, Korea. E-mail: [email protected]
Seung Rae Lee, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST), Daejeon 373-1, Korea. E-mail: [email protected]

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