Simulation of the ultimate bearing capacity of a spread foundation on sandy soils: rigid plastic FEM approach with inclined load and size effect incorporating stress-dependent non-linear yield function-Reference-Cited by-同舟云学术

Simulation of the ultimate bearing capacity of a spread foundation on sandy soils: rigid plastic FEM approach with inclined load and size effect incorporating stress-dependent non-linear yield function

Published:2024 Issue:29 Volume:10 Page:1116-1120
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Kaneda Kazuhiro¹,Aoki Masamichi²,Ohtsuka Satoru³

Affiliation:

1. Chiba Institute of Technology

2. Takenaka Corporation

3. Nagaoka University of Technology

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/29/10_v10.OS-18-08/_pdf

Reference9 articles.

1. 1) Asaoka, A. and Ohtsuka, S.(1986): The analysis of failure of a normally consolidated clay foundation under embankment loading, Soils and Foundations, 26(2), 47-59.

2. 2) Architectural Institute of Japan, AIJ, Recommendations for design of building foundation (2019), 112-136. (in Japanese)

3. 3) Hoshina, T., Ohtsuka, S. and Isobe, K. (2012): Ultimate bearing capacity analysis of ground by rigid plastic finite element method taking account of stress dependent non-linear strength property, Journal of JSCE, Ser.A2 (Applied Mechanics), 68(2), I_327-I_336.

4. 4) Kazuhiro K., Satoru O., Yoshimasa S., Masamichi A., Junji H. and Tomohiro T. (2013): Examination on ultimate bearing capacity of footing by rigid plastic finite element analysis, J. Struct. Constr. Eng., AIJ, 78(686), 763-770.

5. 5) Kazuhiro K., Masamichi A., and Satoru O. (2016): Rigid plastic FEM analysis considering inclined load and size effects on ultimate bearing capacity of spread foundation on sandy soils, J. Struct. Constr. Eng., AIJ, 81(728), 1665-1671.