Slope Foundation Bearing Capacity Upper Bound Solution

DOI

10.2991/ifeesm-17.2018.187How to use a DOI?

Keywords

slope foundation; bearing capacity; limit equilibrium; limit analysis; coefficient of exertion

Abstract

In order to reveal the failure mechanism of slope foundation, based on the limit analysis method and the limit equilibrium method, a formula for calculating the bearing capacity of slope foundation considering the influence of soil slope behind the slope is constructed. The calculation program of soil coefficient of slope foundation has been compiled by using FORTRAN language, analyzing the influence of the internal friction angle of slope foundation soil, slope of the slope beside basis up (bottom) of the foundation, from the foundation to slope top and relative depth of foundation to slope foundation bearing capacity upper bound, the coefficients of exertion of the soil on behind the slope foundation with different foundation embedment are obtained. Coefficient of bearing capacity of slope foundation and coefficient of exertion can be used in the theoretical analysis and design of slope foundations.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Xueyong Yu
PY  - 2018/02
DA  - 2018/02
TI  - Slope Foundation Bearing Capacity Upper Bound Solution
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 1011
EP  - 1018
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.187
DO  - 10.2991/ifeesm-17.2018.187
ID  - Yu2018/02
ER  -