Dynamic Soil–Pile Interaction Using the DSC Constitutive Model-Reference-Cited by-同舟云学术

Dynamic Soil–Pile Interaction Using the DSC Constitutive Model

Published:2016-07-13 Issue:2 Volume:47 Page:137-149
ISSN:0971-9555
Container-title:Indian Geotechnical Journal
language:en
Short-container-title:Indian Geotech J

Author:

Essa Mohamad Jawad K.,Desai Chandrakant S.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s40098-016-0197-3/fulltext.html

Reference21 articles.

1. Anandarajah A (2000) Fully-coupled analysis of a single pile founded in liquefiable sands. Computer Simul Earthq Eff 110:117–131

2. Desai CS (2000) Evaluation of liquefaction using disturbed state and energy approaches. J Geotech Geoenv Eng 126(7):618–630

3. Desai CS (2000) DSC-DYN2D; finite element program for static, time dependent, and dynamic analysis of solid and saturated porous media, User’s Manual Part II, Tucson, Arizona

4. Desai CS (2001) Mechanics of materials and interfaces: the disturbed state concept. CRC Press, Boca Raton

5. Desai CS, Rigby DB (1995) Modeling and testing of interfaces. Stud Appl Mech 42:107–125

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