Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils-Reference-Cited by-同舟云学术

Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fathipour Hessam¹^ORCID,Tajani Shahla Bahmani²,Payan Meghdad³^ORCID,Chenari Reza Jamshidi⁴^ORCID,Senetakis Kostas⁵

Affiliation:

1. M.Sc. Graduate, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran. ORCID: .

2. M.Sc. Student, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran.

3. Assistant Professor, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran. ORCID: .

4. Associate Professor, Faculty of Engineering, Dept. of Civil Engineering, Univ. of Guilan, Rasht 4199613776, Iran; Postdoctoral Research Fellow, Dept. of Civil Engineering, GeoEngineering Center at Queen’s RMC, Royal Military College of Canada, Kingston, ON, Canada (corresponding author). ORCID: .

5. Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Kowloon Tong, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7463

Reference77 articles.

1. Bearing capacity of strip footings on unsaturated soils under combined loading using LEM;Afsharpour S.;Geomech. Eng.,2022

2. Temperature-dependent lateral earth pressures in partially saturated backfills;Bahmani Tajani S.;Eur. J. Environ. Civ. Eng.,2022

3. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959

4. Prediction of rainfall-induced transient water pressure head behind a retaining wall using a high-resolution finite element model

5. Role of Vegetation on Slope Stability under Transient Unsaturated Conditions

Cited by 13 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. Combined influence of rotated transverse anisotropy in mechanical parameters and hydraulic conductivity of soils on reliability evaluation of an unsaturated slope under rainfalls;Computers and Geotechnics;2024-01

2. Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall;Transportation Geotechnics;2023-11

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

4. Bearing capacity of shallow strip foundations on reinforced soil subjected to combined loading using upper bound theorem of finite element limit analysis and second-order cone programming;Computers and Geotechnics;2023-08

5. Bearing capacity of footings on geosynthetic-reinforced soils under combined loading;Geosynthetics International;2023-07-13