State Boundary Surfaces for an Aged Compacted Clay-Reference-Cited by-同舟云学术

State Boundary Surfaces for an Aged Compacted Clay

Published:2010-09 Issue:9 Volume:136 Page:1251-1262
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chiu Abraham C. F.¹²³,Zhao X.¹²³,Yuan J. P.¹²³

Affiliation:

1. Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author).

2. Postgraduate Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

3. Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000322

Reference50 articles.

1. A constitutive model for partially saturated soils

2. Engineering behaviour and structure of compacted clay;Barden L.;J. Soil Mech. and Found. Div.,1970

3. The principle of effective stress;Bishop A. W.;Tek. Ukeblad,1959

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

5. Elastoplastic soil constitutive laws generalized to partially saturated states

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