Stability Evaluation Model of Large Rectangular Foundations on Soil under Combined Loading-Reference-Cited by-同舟云学术

Stability Evaluation Model of Large Rectangular Foundations on Soil under Combined Loading

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Du Yuxiang¹,Fu Xiaodong²,Sheng Qian³,Zhang Zhenping⁴,Du Wenjie⁵,Chai Shaobo⁶

Affiliation:

1. Associate Professor, State Key Laboratory of Precision Blasting, Jianghan Univ., Wuhan 430056, China; Hubei Key Laboratory of Blasting Engineering, Jianghan Univ., Wuhan 430056, China; Hubei (Wuhan) Institute of Explosion Science and Blasting Technology, Jianghan Univ., Wuhan 430056, China.

2. Professor, State Key Laboratory of Precision Blasting, Jianghan Univ., Wuhan 430056, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

4. Assistant Professor, School of Architecture and Civil Engineering, Shenyang Univ. of Technology, Shenyang, Liaoning 110870, China.

5. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

6. Associate Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9231

Reference32 articles.

1. Combined loading of skirted foundations

2. A complete three-dimensional failure envelope for shallow footings on sand

3. Butterfield, R., and J. Ticof. 1979. “Discussion: Design parameters for granular soils.” In Vol. 4 of Proc., 7th European Conf. on Soil Mechanics and Foundation Engineering, 259–262. London: The British Geotechnical Association.

4. Observations of footing behaviour on loose carbonate sands

5. Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading