Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation-Reference-Cited by-同舟云学术

Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation

Published:2018-04 Issue:4 Volume:144 Page:04018014
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rabbi Abu Taher Md. Zillur¹^ORCID,Rahman Md. Mizanur²,Cameron Donald A.³

Affiliation:

1. Research Associate, School of Natural and Built Environments, Univ. of South Australia, Adelaide, SA 5095, Australia (corresponding author).

2. Research Strand Leader, Water and Natural Resources, Natural and Built Environments Research Centre; Associate Professor, School of Natural and Built Environments, Univ. of South Australia, Room P2-42(A), Mawson Lakes, Adelaide, SA 5095, Australia. ORCID: .

3. Adjunct Senior Research Fellow, School of Natural and Built Environments, Univ. of South Australia, Adelaide, SA 5095, Australia.

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.1943-5606.0001859

Reference60 articles.

1. Undrained Monotonic and Cyclic Strength of Sands

2. Baki A. L. (2011). “Cyclic liquefaction behaviour of granular materials with fines.” Ph.D. dissertation Univ. of New South Wales Australian Defence Force Academy Canberra Australia.

3. Predicting onset of cyclic instability of loose sand with fines using instability curves

4. Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

5. Stressdilatancy in very loose sand

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