Small strain stiffness and stiffness degradation curve of Bangkok Clays-Reference-Cited by-同舟云学术

Small strain stiffness and stiffness degradation curve of Bangkok Clays

Published:2013-08 Issue:4 Volume:53 Page:498-509
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Likitlersuang Suched,Teachavorasinskun Supot,Surarak Chanaton,Oh Erwin,Balasubramaniam Arumugam

Funder

National Research University Project of the CHE

Ratchadaphiseksomphot Endowment Fund

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference46 articles.

1. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction;Addenbrooke;Géotechnique,1997

2. Amplification of earthquake ground motions in Bangkok;Ashford,1996

3. Atkinson, J.H., Sallfors, G.,1991. Experimental determination of soil properties. In: Proceedings of the 10th ECSMFE, vol. 3, Florence, pp. 915–956.

4. PLAXIS Finite Element Code for Soil and Rock Analysis—Version 8;Brinkgreve,2002

5. Stiffness at small strain: research and practice;Clayton;Géotechnique,2011

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