Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded steel plates-Reference-Cited by-同舟云学术

Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded steel plates

Published:2017-08-02 Issue:6 Volume:14 Page:685-700
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Liu Xian¹²,Jiang Zijie¹,Yuan Yong¹²,Mang Herbert A.¹³

Affiliation:

1. College of Civil Engineering, Tongji University, Shanghai, China

2. State Key Laboratory for Hazard Reduction in Civil Engineering, Tongji University, Shanghai, China

3. Institute of Mechanics of Materials and Structures, Vienna University of Technology, Vienna, Austria

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2017.1354892

Reference11 articles.

1. Steel plate contribution to load-carrying capacity of retrofitted RC beams

2. Strengthening of reinforced concrete beams in shear by the use of externally bonded steel plates: Part 1 – Experimental programme

3. Repair of displaced shield tunnel of the Taipei rapid transit system

4. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation

5. Design of repair measures of a damaged shield driven tunnel

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