Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis-Reference-Cited by-同舟云学术

Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis

Author:

Zhang Yongxing¹,Shi Yufeng²,Zhao Yiding³,Fu Lirong⁴,Yang Junsheng⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Nanjing Forestry Univ., Nanjing, Jiangsu 210037, China (corresponding author).

2. Assistant Professor, School of Civil Engineering, East China Jiaotong Univ., Nanchang 330013, China.

3. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, China.

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

Reference12 articles.

1. Abaqus [Computer software]. Dassault Systèmes Waltham MA.

5. Experimental study on the effect of longitudinal crack on reinforced concrete tunnel lining;Liu X. Z.;J. Shanghai Jiaotong Univ.,2012

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