Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level-Reference-Cited by-同舟云学术

Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level

Published:2023-06 Issue:3 Volume:63 Page:101325
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Iqbal Tahir^ORCID,Ohtsuka Satoru^ORCID,Isobe Koichi^ORCID,Fukumoto Yutaka^ORCID,Kaneda Kazuhiro

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

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2. AIJ, 1988, 2001, 2019. Architectural Institute of Japan. Recommendations for design of building foundations, 506p.

3. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils Found.,1986

4. Bearing capacity analysis of a normally consolidated clay foundation;Asaoka;Soils Found.,1987

5. Coupling analysis of limiting equilibrium state for normally consolidated and lightly overconsolidated soils;Asaoka;Soils Found.,1990

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