Resistance Factors for the Ultimate Limit State Design of Footings on Clays Reinforced with Stone Columns-Reference-Cited by-同舟云学术

Resistance Factors for the Ultimate Limit State Design of Footings on Clays Reinforced with Stone Columns

Published:2017-06 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2017
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Author:

Kahiel Ahmad¹²³,Najjar Shadi¹²³,Sadek Salah¹²³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon.

2. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon.

3. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480724.057

Reference26 articles.

1. Barksdale R. D. (1987). State of the Art for the Design and Construction of Sand Compaction Piles. Final Report (No. REMR-GT-4).

2. Serviceability limit state design of lime-cement columns-a reliability-based design approach;Bergman N.;Geotechnical Safety and Risk IV. Hong Kong, London, UK: Taylor & Francis Group,2014

3. Brauns J. (1978). "Initial bearing capacity of stone column and sand piles." Proc. Symp. Soil Reinforcing and Stabilizing Techniques in Engineering Practice Sydney.

4. Duncan J. M. Brandon T. Jian W. Park Y. Griffith T. Corton J. & Ryan E. (2007). Densities and friction angles of granular materials with standard gradations 21b and# 57. Rep. CPGR 45.

5. Faour G. and Najjar S.S. (2015). "Reliability-based design of spatially variable undrained slopes." Proceedings of 5 th International Symposium for Geotechnical Safety and Risk Rotterdam The Netherlands October 13-16.

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