Reliability Analysis of Partial Safety Factor Design Method for Cantilever Retaining Walls in Granular Soils-Reference-Cited by-同舟云学术

Reliability Analysis of Partial Safety Factor Design Method for Cantilever Retaining Walls in Granular Soils

Published:2009-05 Issue:5 Volume:135 Page:616-622
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Goh A. T.¹²³,Phoon K. K.¹²³,Kulhawy F. H.¹²³

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Blk E1A, No. 07-03, 1 Engineering Dr. 2, Singapore 117576.

3. Professor, School of Civil and Environmental Engineering, Cornell Univ., Hollister Hall, Ithaca, NY 14853-3501.

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.1943-5606.0000061

Reference32 articles.

1. Babu G. L. S. and Basha B. M. (2007). “Optimum design of cantilever sheet pile walls in sandy soils using inverse reliability approach.” Comput. Geotech.ZZZZZZ0266-3524 in press.

2. Reliability-based design of sheet pile structures

3. Bica A. V. D. and Clayton C. R. I. (1992). “The preliminary design of free embedded cantilever walls in granular soil.” Proc. Int. Conf. on Retaining Structures Institute of Civil Engineers London 731–740.

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