A study of failure mechanisms of deep excavations in soft clay using the finite element method-Reference-Cited by-同舟云学术

A study of failure mechanisms of deep excavations in soft clay using the finite element method

Published:2016-03 Issue: Volume:73 Page:153-163
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Do Tuan-Nghia^ORCID,Ou Chang-Yu,Chen Ren-Peng

Funder

National Science Council, Taiwan, R.O.C.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Basal heave analysis of excavations with consideration of anisotropic undrained strength of clay;Hsieh;Can Geotech J,2008

2. Committee of Inquiry (COI). Report of the Committee of Inquiry into the incident at the MRT circle line worksite that led to the collapse of Nicoll highway 20 April 2004. Singapore: Ministry of Manpower; 2005.

3. Failure investigation at a collapsed deep excavation in very sensitive organic soft clay;Chen;J Perform Constr Facil,2015

4. Assessment of basal stability for braced excavation systems using the finite element method;Goh;Comput Geotech,1990

5. Two-dimensional base stability of excavations in soft soils using FEM;Faheem;Comput Geotech,2003

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