Application of Large Three-Dimensional Finite-Element Analyses to Practical Problems-Reference-Cited by-同舟云学术

Application of Large Three-Dimensional Finite-Element Analyses to Practical Problems

Published:2011-12 Issue:6 Volume:11 Page:529-539
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lee Fook-Hou¹²³⁴,Hong Sze-Han¹²³⁴,Gu Qian¹²³⁴,Zhao Pengjun¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore (corresponding author).

2. Director, GeoSoft Pte. Ltd., 2 Kaki Bukit Place #07-00 Tritech Building, Singapore 416180.

3. Principal Geotechnical Engineer, AECOM Australia Pty Ltd., 3 Forrest Place, Perth, WA 6000, Australia.

4. Senior Geotechnical Engineer, Butler Partners Pty Ltd., 79 Doggett Street, Newstead, QLD4006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000049

Reference17 articles.

1. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

2. The strength and dilatancy of sands

3. Chew S. H. Lee F. H. Lee Y. and Yogarajah I. (1997). “Jet grouting in singapore marine clay.” Proc. 3rd Young Geotechnical Conf. T. S. Tan S. H. Chew K. K. Phoon and T. G. Ng eds. National University of Singapore Singapore 231–238.

4. Chin K. G. (2006). “Constitutive behavior of cement treated marine clay.” Ph.D. thesis National University of Singapore Singapore.

5. Committee of Inquiry (COI). (2005). “Report of the Committee of Inquiry into the incident at the MRT circle line worksite that led to the collapse of Nicoll Highway on 20 April 2004.” Vol. 1 Part 1 Ministry of Manpower Singapore.

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