Numerical Investigation of Underlying Curved Tunnel Heave during a New Foundation Pit Excavation-Reference-Cited by-同舟云学术

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Numerical Investigation of Underlying Curved Tunnel Heave during a New Foundation Pit Excavation

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yin Siyu¹,Yang Zheng²,Lu Chunting³,Dang Yike¹

Affiliation:

1. Ph.D. Candidate, School of Human Settlements and Civil Engineering, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China.

2. Professor, School of Human Settlements and Civil Engineering, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China (corresponding author).

3. Senior Engineer, Installation Engineering Co., Ltd. of CSCEC 7th Div., Zhengzhou, Henan 450000, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9116

Reference30 articles.

1. The principle of asymptotic proportionality;Chan H. C. M.;J. Appl. Mech.,1990

2. Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure

3. Calculation of tunnel heaving due to unloading of pit excavation;Chen Y.;Chin. J. Underground Space Eng.,2005

4. Characterization of Underlying Twin Shield Tunnels Due to Foundation-Excavation Unloading in Soft Soils: An Experimental and Numerical Study

5. Multi-Effects of Tunneling and Basement Excavation on Existing Pile Group

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