Effect of load inclination on the undrained bearing capacity of surface spread footings above voids-Reference-Cited by-同舟云学术

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Effect of load inclination on the undrained bearing capacity of surface spread footings above voids

Published:2015-05 Issue: Volume:66 Page:245-252
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Lee Joon Kyu,Jeong Sangseom,Ko Junyoung

Funder

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Stiffness characteristics of soluble mixtures;Truong;Geotechnique,2010

2. Prediction of undrained sinkhole collapse;Augarde;J Geotech Geoneviron Eng,2003

3. Bearing capacity of strip footings above void;Baus;J Geotech Eng,1983

4. Wood LA, Larnach WJ. The behaviour of footings located above voids. In: Proc 11th int conf on soil mech found eng; 1985. p. 273–6.

5. Model tests of footings above shallow cavities;Al-Tabbaa;Ground Eng,1989

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3. Undrained Bearing Capacity of Circular and Square Footings above Centric and Eccentric Three-Dimensional Cavities;International Journal of Geomechanics;2024-06

4. Ultimate bearing capacity of strip footings above rectangular voids in Hoek-Brown rock masses;Computers and Geotechnics;2023-09

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