Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics-Reference-Cited by-同舟云学术

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Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics

Published:2022-10-13 Issue:18 Volume:46 Page:3442-3464
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Hong Xuefei¹,Zhang Dingli¹,Zhou Mozhen¹,Fang Qian¹,Hou Yanjuan¹,Fang Huangcheng¹,Sun Zhenyu¹

Affiliation:

1. Key Laboratory for Urban Underground Engineering of the Ministry of Education Beijing Jiaotong University Beijing China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3457

Reference54 articles.

1. Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure

2. Analytical solutions for the displacement and stress of lined circular tunnel subjected to surcharge loadings in semi-infinite ground

3. Face stability of shallow tunnelling in sandy soil considering unsupported length

4. Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length

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1. Enhanced theoretical approach for predicting the tunnel response due to deep excavation above;Transportation Geotechnics;2024-09

2. Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel;International Journal for Numerical and Analytical Methods in Geomechanics;2024-05-27

3. An analytical solution to account for the earthquake body force for twin circular tunnels in elastic media using complex variable approach;Acta Geotechnica;2024-05-23

4. Theoretical Solutions for Forecasting the Response of the Existing Pipeline Induce by Tunneling underneath;Advances in Civil Engineering;2024-05-08

5. Theoretical Study on Diaphragm Wall and Surface Deformation Due to Foundation Excavation Based on Three-Parameter Kerr Model;Sustainability;2024-03-10

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