Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay-Reference-Cited by-同舟云学术

Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay

Published:2009-10 Issue:10 Volume:135 Page:1462-1474
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ong D. E. L.¹²²,Leung C. F.¹²²,Chow Y. K.¹²²

Affiliation:

1. Senior Lecturer, School of Engineering, Swinburne Univ. of Technology, Sarawak Campus, 93350 Kuching, Sarawak, Malaysia (corresponding author).

2. Professor, Dept. of Civil Engineering, Center for Soft Ground Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000095

Reference19 articles.

1. Adachi T. Kimura M. and Kobayashi H. (1994). “Behavior of laterally loaded pile groups in dense sand.” Proc. Int. Conf. Centrifuge 94 C. F. Leung F. H. Lee and T. S. Tan eds. Balkema Rotterdam The Netherlands 509–514.

2. Soil–structure interaction for landslide stabilizing piles

3. Model Tests on Pile Groups Subjected to Lateral Soil Movement

4. ANALYSIS OF PILES USED FOR SLOPE STABILIZATION

5. Analysis of piles subject to lateral soil movements;Chow Y. K.;J. Inst. Eng. Singapore,1996

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