Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach-Reference-Cited by-同舟云学术

Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach

Published:2020-02 Issue:1 Volume:60 Page:45-62
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hirai Hiroyoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference63 articles.

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4. Architectural Institute of Japan, 2001. Recommendations for design of building foundations. 2nd ed. Maruzen, Tokyo, 61–72 (in Japanese).

5. Theoretical study of lateral reaction mechanism of piles;Baguelin;Géotechnique,1977

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