Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soil-Reference-Cited by-同舟云学术

Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soil

Published:2015-02 Issue:2 Volume:141 Page:04014099
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Jinhui¹,Tian Yinghui²,Cassidy Mark Jason³

Affiliation:

1. Lecturer, Centre for Offshore Foundation Systems, Univ. of Western Australia, Perth, WA 6009, Australia.

2. Research Assistant Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Perth, WA 6009, Australia (corresponding author).

3. Australian Research Council Laureate Fellow and Lloyd’s Register Foundation Chair of Offshore Foundations, Centre for Offshore Foundation Systems, Univ. of Western Australia, Perth, WA 6009, Australia.

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.1943-5606.0001219

Reference46 articles.

1. ABAQUS 6.11 [Computer software]. Providence RI Dassault Systémes.

2. Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach;Ahmed A.;Georisk,2012

3. Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion

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