Cracking Performance of an Operational Tunnel Lining Due to Local Construction Defects-Reference-Cited by-同舟云学术

Cracking Performance of an Operational Tunnel Lining Due to Local Construction Defects

Published:2019-04 Issue:4 Volume:19 Page:04019019
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Jinyang¹^ORCID,Xie Jiawei²,Wang Shuying³,Yang Junsheng⁴,Yang Feng⁵,Pu Hao⁶

Affiliation:

1. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China; Associate Professor, National Engineering Laboratory for High Speed Railway Construction, Changsha 410075, China. ORCID: .

2. Graduate Student, School of Civil Engineering, Central South Univ., Changsha 410075, China.

3. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan, China; Associate Professor, Ministry of Education Key Laboratory for Heavy-Haul Railway Engineering Structures, Central South Univ., Changsha 410075, Hunan, China (corresponding author).

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

5. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China.

6. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China; Professor, National Engineering Laboratory for High Speed Railway Construction, Changsha 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001371

Reference25 articles.

1. Numerical Modeling of Desiccation Cracking Using the Cohesive Crack Method

2. Numerical analysis of framed building response to tunnelling induced ground movements

3. Effect of TBM Advance in the Structural Response of Segmental Tunnel Lining

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