Influence of Hardening and Softening on Limit Pressure of Cylindrical Cavity Expansion-Reference-Cited by-同舟云学术

Influence of Hardening and Softening on Limit Pressure of Cylindrical Cavity Expansion

Published:2019-04 Issue:4 Volume:19 Page:04019011
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Patsalides Kyriacos¹,Papanastasiou Panos²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Cyprus, P.O. Box 20537, Nicosia 1678, Cyprus; Academic Director,Institute of Professional Studies, Univ. of Central Lancashire, 12–14 Univ. Ave., Pyla, Larnaka 7080, Cyprus.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Cyprus, P.O. Box 20537, Nicosia 1678, Cyprus (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001366

Reference28 articles.

1. Ground response curves for rock masses exhibiting strain-softening behaviour

2. Deformation localization in cavity inflation experiments on dry sand

3. Cavity expansion in cohesive frictional soils

4. Bifurcations of compressible pressure-sensitive materials in plane strain tension and compression

5. Exact undrained elasto-plastic solution for cylindrical cavity expansion in modified Cam Clay soil

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