Repairing Damaged Tunnel Lining with Small-Size Cavity in Surrounding Rocks

Author:

Zhang Yongxing1,Yuan Maoqi2,Liu Cheng3,Zhang Xuemin4,Yang Bo5,Yang Junsheng4

Affiliation:

1. Professor, Key Laboratory of Safety and Risk Management on Transport Infrastructures (Ministry of Transport, PRC), No. 2 Southeast Univ., Dongda Rd., Nanjing 211189, China; Professor, School of Civil Engineering, Nanjing Forestry Univ., No. 159 Longpan Rd., Nanjing 210037, China; Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Master’s Candidate, School of Civil Engineering, Nanjing Forestry Univ., No. 159 Longpan Rd., Nanjing 210037, Jiangsu, China.

3. Associate Professor, School of Civil Engineering, Nanjing Forestry Univ., No. 159 Longpan Rd., Nanjing 210037, Jiangsu, China.

4. Professor, School of Civil Engineering, Central South Univ., No. 22 South Shaoshan Rd., Changsha 410075, China.

5. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Optimization of GFRP reinforcement in precast segments for metro tunnel lining;Angelo C.;Compos. Struct.,2017

2. Tunnel maintenance in Japan

3. Experimental study on the ultimate load-bearing capacity of deformed segmental tunnel linings strengthened by steel plates;Bi X. L.;China Civ. Eng. J.,2014

4. Investigating continual damage of a nineteenth century masonry tunnel;Chiu Y. C.;Proc. ICE - Forensic Eng.,2014

5. Response of the ground and adjacent buildings due to tunnelling in completely weathered granitic soil

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