The relation between the state indices and the characteristic features of undrained behaviour of silty sand-Reference-Cited by-同舟云学术

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The relation between the state indices and the characteristic features of undrained behaviour of silty sand

Published:2019-08 Issue:4 Volume:59 Page:801-813
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Rabbi Abu Taher Md Zillur,Rahman Md Mizanur,Cameron Donald A.

Funder

University of South Australia

University of Engineering and Technology, Lahore

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference61 articles.

1. Undrained monotonic and cyclic strength of sand;Alarcon-Guzman;J. Geotech. Eng.,1988

2. Predicting onset of cyclic instability of loose sand with fines using instability curves;Baki;Soil Dyn. Earthq. Eng.,2014

3. Linkage between static and cyclic liquefaction of loose sand with a range of fines contents;Baki;Can. Geotech. J.,2012

4. The cone penetration test in sands: part I, state parameter interpretation;Been;Geotechnique,1986

5. Stress-dilatancy in very loose sand;Been;Can. Geotech. J.,2004

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4. State Index for Interpreting the State-Dependent Behavior of Granular Soil: A Review;Archives of Computational Methods in Engineering;2023-05-16

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