Reliability Analysis of Foundation Systems Supported on Clay Subgrades of Different Strengths: A Finite Element Approach-Reference-Cited by-同舟云学术

Reliability Analysis of Foundation Systems Supported on Clay Subgrades of Different Strengths: A Finite Element Approach

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2018
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Author:

GuhaRay A.¹²³,Biswas A.¹²³,Chauhan D.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Birla Institute of Technology and Science - Pilani, Hyderabad, Telangana 500078, India.

2. Assistant Professor, Dept. of Civil Engineering, Jalpaiguri Govt. Engineering College, Jalpaiguri, West Bengal 735102, India.

3. U.G. Student, Dept. of Civil Engineering, Birla Institute of Technology and Science - Pilani, Hyderabad, Telangana 500078, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481585.025

Reference23 articles.

1. Nano-level constitutive model for expansive clays;Ahmed H. R.;Géotechnique,2017

2. Upper Bound Solutions for Bearing Capacity of Footings on Anisotropic Cohesive Soils;Al-Shamrani;Geotechnical Special Publication.,2012

3. Anand A. Acharyya R. Dey A. (2014). "Finite Element Analysis of Foundation on Unreinforced Slope." Proceedings of Indian Geotechnical Conference 1490 - 1497.

4. Bearing capacity tests on reinforced earth slabs;Binquet J.;J. Geotech. Engg. Div., ASCE,1975

5. Behaviour of geogrid reinforced foundation systems supported on clay subgrades of different strengths;Biswas A.;Int. Journal of Geosynthetics and Ground Engg.,2015

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