Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary-Reference-Cited by-同舟云学术

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Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary

Published:2018-10-09 Issue:1 Volume:43 Page:183-211
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Kong Fanchao¹,Lu Dechun¹,Du Xiuli¹^ORCID,Shen Chenpeng¹

Affiliation:

1. Key Laboratory of Urban Security and Disaster Engineering of Ministry of EducationBeijing University of Technology Beijing 100124 China

Funder

National Natural Science Foundation of 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.2859

Reference40 articles.

1. Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method

2. Shallow tunnel construction with irregular surface topography using cross diaphragm method

3. Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil

4. Interaction between tunneling and bridge foundation—a 3D numerical investigation;Yoo C;Comput Geol,2013

5. Influence of soil conditioning on ground deformation during longitudinal tunneling

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