Evaluation and Optimization of the Corner Effect of a Deep Foundation Pit Adjacent to a Subway Tunnel-Reference-Cited by-同舟云学术

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Evaluation and Optimization of the Corner Effect of a Deep Foundation Pit Adjacent to a Subway Tunnel

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dong Xin¹,Zhou Feng²,Chen Tingzhu³,Zhu Rui⁴,Wang Xudong⁵

Affiliation:

1. Ph.D. Candidate, College of Transportation Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, China.

2. Professor, College of Transportation Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, China (corresponding author).

3. Jiangbei Public Construction Engineering Co., Nanjing 210018, China.

4. Ph.D. Lecturer, College of Transportation Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, China.

5. Professor, College of Transportation Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9557

Reference27 articles.

1. Benz, T. 2007. Small-strain stiffness of soils and its numerical consequences. Stuttgart, Germany: Institute of Geotechnical Engineering, University of Stuttgart.

2. A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils

3. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

4. The strength and dilatancy of sands

5. Brinkgreve R. B. J. and W. Broere. 2006. PLAXIS material models manual. Delft: Delft University of Technology.

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