Reliability-Based Design Application for Fiber-Reinforced Clay-Reference-Cited by-同舟云学术

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Reliability-Based Design Application for Fiber-Reinforced Clay

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
language:
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Author:

Diab Assile Abou¹²³,Najjar Shadi¹²³,Sadek Salah¹²³

Affiliation:

1. Ph.D., Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El-Solh 1107-2020.

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

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

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480472.005

Reference30 articles.

1. Undrained shear strength characteristics of compacted clay reinforced with natural hemp fibers

2. Abou Diab A. Najjar S. and Sadek S. (2016). "The Effectiveness of Shear Strength Prediction Models for Fiber-Reinforced Clay." Proceedings of the civil engineering conference in the Asian region CECAR7 Hawaii August 30- September2 2016 In press.

3. Modification of Clayey Soils Using Scrap Tire Rubber and Synthetic Fibers;Akbulut S.;Applied Clay Science,2007

4. Uncertainties in the Bearing Capacity of Shallow Foundations and the Factor Ny Using an Extensive Database;Amatya S.;Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations,2009

5. Shear strength behaviour of polypropylene fibre reinforced cohesive soils

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