Modeling Small-Strain Behavior of Hong Kong CDG and Its Application to Finite-Element Study of Basement-Raft Footing-Reference-Cited by-同舟云学术

Modeling Small-Strain Behavior of Hong Kong CDG and Its Application to Finite-Element Study of Basement-Raft Footing

Published:2018-09 Issue:9 Volume:18 Page:04018104
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Ka-Kin¹,Yin Jian-Hua²,Lo Sik-Cheung³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong, China (corresponding author).

2. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Kowloon, Hong Kong, China.

3. Associate Professor, School of Engineering and Information Technology, Univ. of New South Wales at Canberra, Canberra, ACT 2617, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001250

Reference46 articles.

1. Non-linear soil stiffness in routine design

2. Effect of recent stress history on the stiffness of overconsolidated soil

3. Atkinson J. H. and G. Sallfors. 1991. “Experimental determination of stress-strain-time characteristics in laboratory and in situ tests.” In Proc. Tenth European Conf. on Soil Mechanics and Foundation Engineering 915–956. Florence 26–30 May 1991 3. Rotterdam Netherlands. Brookfield: A.A. Balkema.

4. Reversal shear box test for Hong Kong saprolitic soils

5. Rain-induced slope instability in Hong Kong

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