Evaluation of Cyclic Shear Strength of Two Cemented Calcareous Soils-Reference-Cited by-同舟云学术

Evaluation of Cyclic Shear Strength of Two Cemented Calcareous Soils

Published:2003-07 Issue:7 Volume:129 Page:608-618
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sharma Shambhu S.¹,Fahey Martin²

Affiliation:

1. PhD Student, Centre for Offshore Foundation Systems, The Univ. of Western Australia, 35 Stirling Highway, Crawley 6009, WA, Australia.

2. Professor, Centre for Offshore Foundation Systems, The Univ. of Western Australia, 35 Stirling Highway, Crawley 6009, WA, 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%291090-0241%282003%29129%3A7%28608%29

Reference27 articles.

1. Cyclic response of calcareous soil from the North-West Shelf of Australia

2. Undrained Monotonic and Cyclic Strength of Sands

3. Allman M. A. and Poulos H. G. (1988). “Stress-strain behaviour of artificially cemented calcareous soil.” Proc. Int. Conf. on Calcareous Sediments Vol. 2 Perth Australia 51–58.

5. A constitutive model coupling elastoplasticity and damage for cohesive-frictional materials

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