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contributor authorYong Tan
contributor authorYe Lu
contributor authorDalong Wang
date accessioned2022-01-30T22:48:28Z
date available2022-01-30T22:48:28Z
date issued2/1/2021
identifier other(ASCE)CF.1943-5509.0001539.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269649
description abstractThe failure of Shanghai Metro Line 4 in 2003 was one of the most striking accidents in the history of subway construction in China. It involved the first breach failure of a cross passage being mined by an artificial ground-freezing method, followed by a massive ingress of water and soil, dramatic ground subsidence, rapid sinking of existing structures, failure of the adjacent dike and floodwall along the Huang-Pu River, flooding of the site, and collapse of buildings and metro tunnels. The accident directly resulted from failure of the cross passage being excavated within a confined aquifer. In the beginning, artesian water broke the frozen mass; then, water and soil gushed into the cross passage and metro tunnels. As a result of massive ground loss, the ground level underwent significant subsidence up to 4 m and those preexisting structures were damaged. Inherently, this event was a typical project management failure, associated with a number of procedural and ethical blunders. To rebuild the destructive failure case, this paper outlines the design and construction for the cross passage along with the geological conditions, describes those preceding events incurring the failure, depicts the catastrophic scene, and introduces the postfailure emergency responses and disaster-relief measures. Finally, technical, procedural, and ethical factors leading to the failure are summarized.
publisherASCE
titleCatastrophic Failure of Shanghai Metro Line 4 in July, 2003: Occurrence, Emergency Response, and Disaster Relief
typeJournal Paper
journal volume35
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001539
journal fristpage04020125
journal lastpage04020125-16
page16
treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001
contenttypeFulltext


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