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contributor authorZhan Wang
contributor authorLi-zhong Wang
contributor authorJin-chang Wang
contributor authorLing-ling Li
date accessioned2017-12-30T12:59:32Z
date available2017-12-30T12:59:32Z
date issued2016
identifier other%28ASCE%29CF.1943-5509.0000648.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244262
description abstractA case was examined in which an underwater shield tunnel was rehabilitated during the construction phase. An unexpected methane eruption resulted in an inrush of water and silt, which damaged the tunnel. Because of this situation, the sleeve method was adopted to repair the tunnel and to mitigate the environmental influence. The process and technologies for rehabilitation are explained in this work. The finite-element approach was also used to simulate the repair procedure and to analyze the risks in the construction phases to ensure the safety of the tunnel. This presentation of rehabilitation in key construction phases can serve as instructions for similar engineering accidents that occur in the future.
publisherAmerican Society of Civil Engineers
titleCase Study of Rehabilitation of a Damaged Underwater Tunnel in the Construction Phase
typeJournal Paper
journal volume30
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000648
pageC4014003
treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
contenttypeFulltext


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