Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion-Reference-Cited by-同舟云学术

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Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen B. H.¹^ORCID,Luo W. J.²,Xu X. Y.³,Hu R. Q.³,Yang X. L.⁴

Affiliation:

1. School of Civil Engineering, Central South Univ., Hunan 410075, China. ORCID: .

2. Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China.

3. School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China.

4. School of Civil Engineering, Central South Univ., Hunan 410075, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002521

Reference37 articles.

1. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes

2. Nonlinear Mohr Envelopes Based on Triaxial Data

3. Depth factors for undrained bearing capacity of circular footing by numerical approach

4. Static and seismic bearing capacity of shallow strip footings

5. Ultimate bearing capacity analysis of strip footings on reinforced soil foundation

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Bearing Capacity of Strip Footings with Modified Pseudo-dynamic Method;KSCE Journal of Civil Engineering;2024-02-15

2. Pseudostatic analysis of bearing capacity of embedded strip footings in rock masses using the upper bound method;GEOMECH ENG;2023

3. An Analytical Framework for Assessing the Unsaturated Bearing Capacity of Strip Footings under Transient Infiltration;Mathematics;2023-08-11

4. Seismic Bearing Capacity Solution for Strip Footings in Unsaturated Soils with Modified Pseudo-Dynamic Approach;Mathematics;2023-06-14

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