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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 13, 2017 - Issue 10
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Original Articles

Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded filament wound profiles

Xian LiuCollege of Civil Engineering, Tongji University, Shanghai, China;State Key Laboratory for Hazard Reduction in Civil Engineering, Tongji University, Shanghai, ChinaCorrespondence[email protected]
,
Zijie JiangCollege of Civil Engineering, Tongji University, Shanghai, China
&
Lele ZhangCollege of Civil Engineering, Tongji University, Shanghai, China
Pages 1268-1283 | Received 01 Jun 2016, Accepted 02 Oct 2016, Published online: 08 Dec 2016

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