Indefinability of Effective Stress for Unsaturated Soils

Author:

Zhang Xiong1ORCID,Houston Sandra2ORCID

Affiliation:

1. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65401 (corresponding author). ORCID: .

2. Emeritus Professor of Civil and Engineering, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85287. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference79 articles.

1. Aitchison G. D. 1965. “Soil properties shear strength and consolidation.” In Proc. 6th Int. Conf. SMFE 319–321. Toronto: Univ. of Toronto Press.

2. Aitchison G. D. and I. B. Donald. 1956. “Some preliminary studies of unsaturated soils.” In Proc. 2nd ANZ Conf. SMFE Technical Publication 192–199. Wellington New Zealand: New Zealand Institution of Engineers.

3. A constitutive model for partially saturated soils

4. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959

5. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

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