Lower Bound Solution of Foundation Bearing Capacity beneath Strip Footing Based on Parabolic Mohr Failure Criterion
The static allowable stress field of foundation under strip foundation is constructed by means of stress columns, and the calculation method of the lower bound foundation bearing capacity based on the two-parameter parabolic Mohr yield criterion is proposed. Moreover, the influence of the amount of...
Saved in:
Main Authors: | Fang Wei, Shi Li-jun |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8897777 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Implementation of the Barton–Bandis Nonlinear Strength Criterion into Mohr–Coulomb Sliding Failure Model
by: Zhenwei Dai, et al.
Published: (2022-01-01) -
Ultimate Bearing Capacity of Strip Foundations in Unsaturated Soils considering the Intermediate Principal Stress Effect
by: Qing Yan, et al.
Published: (2020-01-01) -
Application of the Modified Mohr–Coulomb Yield Criterion in Seismic Numerical Simulation of Tunnels
by: Chuan-Yi Sui, et al.
Published: (2021-01-01) -
Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis
by: Weihua Luo, et al.
Published: (2019-01-01) -
Estimation of Bearing Capacity of Strip Footing Rested on Bilayered Soil Profile Using FEM-AI-Coupled Techniques
by: Ahmed M. Ebid, et al.
Published: (2022-01-01)