Expanded Reliability-Based Design Approach for Drilled Shafts-Reference-Cited by-同舟云学术

Expanded Reliability-Based Design Approach for Drilled Shafts

Published:2011-02 Issue:2 Volume:137 Page:140-149
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Yu¹²³,Au Siu-Kui¹²³,Kulhawy Fred H.¹²³

Affiliation:

1. Assistant Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong (corresponding author).

2. Associate Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong.

3. Professor Emeritus, 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.1943-5606.0000421

Reference36 articles.

1. Reliability-based design sensitivity by efficient simulation

2. Barker R. M. Duncan J. M. Rojiani K. B. Ooi P. S. K. Tan C. K. and Kim S. G. (1991). “Manuals for the design of bridge foundations.” National Cooperative Highway Research Program (NCHRP) Rep. 343 Transportation Research Board National Research Council Washington D.C.

3. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of Canada

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