Seismic Bearing Capacity of Strip Footings on Ground Reinforced by Stone Columns Using Upper-Bound Solutions-Reference-Cited by-同舟云学术

Seismic Bearing Capacity of Strip Footings on Ground Reinforced by Stone Columns Using Upper-Bound Solutions

Published:2020-09 Issue:9 Volume:20 Page:06020024
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Gang¹,Xia Boyang²,Zhou Haizuo³^ORCID,Zhao Jiapeng²,Yu Xiaoxuan²,Sun Xiang⁴,Du Juan⁵

Affiliation:

1. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

2. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

3. Associate Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author). ORCID: .

4. Research Associate, Key Laboratory of Ocean Energy Utilization and Energy Conservation of the Ministry of Education, Dalian Univ. of Technology, Dalian 116024, China.

5. Associate Professor, College of Civil Engineering and Architecture, Hainan Univ., Hainan 570000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001794

Reference45 articles.

1. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay;Abusharar S. W.;Eng. Geol.,2011

2. Stability charts for pseudo-static slope stability analysis;Baker R.;Soil Dyn. Earthquake Eng.,2006

3. Ultimate bearing capacity of a strip footing on ground reinforced by a trench;Bouassida M.;Int. J. Geomech.,2015

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