Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study-Reference-Cited by-同舟云学术

Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study

Published:2017-09 Issue:9 Volume:17 Page:04017054
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shi Yufeng¹,Fu Jinyang²^ORCID,Yang Junsheng³,Xu Changjie⁴,Geng Daxin⁵

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330029, China; Postdoctoral Fellow, Jiangxi Provincial Institute of Water Science, Nanchang 330029, China.

2. Lecturer and Postdoctoral Research Fellow, Civil Engineering School, Central South Univ., Changsha 410075, China (corresponding author). ORCID: .

3. Professor, Civil Engineering School, Central South Univ., Changsha 410075, China.

4. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, P. R. China.

5. Associate Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000933

Reference27 articles.

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3. Homogenization framework for three-dimensional elastoplastic finite element analysis of a grouted pipe-roofing reinforcement method for tunnelling

4. Barisone G. Pigorini B. and Pelizza S. (1982). “Umbrella arch method for tunnelling in difficult conditions—Analysis of Italian cases.” Proc. 4th Congress International Association of Engineering Geology New Delhi India 15–27.

5. FLAC3D [Computer software]. Itasca Consulting Group Inc. Minneapolis.

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