Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids-Reference-Cited by-同舟云学术

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Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids

Published:2020-07 Issue:7 Volume:20 Page:04020078
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Gaoqiao¹,Zhao Minghua²,Zhao Heng³^ORCID,Xiao Yao¹

Affiliation:

1. Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, PR China.

2. Professor, Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, PR China.

3. Associate Professor, Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001710

Reference34 articles.

1. Model tests of footings above shallow cavities;Al-Tabbaa A.;Ground Eng.,1989

2. Stability of Spread Footing Above Void in Clay

3. Bearing Capacity of Strip Footing above Void

4. Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil

5. Large and Small Strain Properties of Sands Subjected to Local Void Increase

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1. Behavior of a Foundation Built on Geogrid-Reinforced Sand in the Presence of Twin Subsurface Voids;International Journal of Geosynthetics and Ground Engineering;2024-09-11

2. Influence of rotated anisotropy and spatial variability of undrained clay on bearing capacity of strip footings under eccentric loading;Computers and Geotechnics;2024-08

3. Optimizing shallow foundation design: A machine learning approach for estimation over cavities;GEOMECH ENG;2024

4. Observations and Recommendations for Shallow Foundation Stability Over Dual Cavities in Rock Mass Under Eccentric Loading Utilizing Limit Analysis;Arabian Journal for Science and Engineering;2023-12-13

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