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contributor authorZhang Limao;Liu Wenli;Wu Xianguo;Skibniewski Miroslaw J.
date accessioned2019-02-26T07:39:14Z
date available2019-02-26T07:39:14Z
date issued2018
identifier other%28ASCE%29CF.1943-5509.0001197.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248517
description abstractNumerous urban infrastructures (e.g., bridges, roads, tunnels, pipes) are aging and vulnerable to external disturbance, particularly for tunneling excavation in densely built areas. A simulation-hybrid approach for protecting aging bridges against adjacent excavation-induced damages is developed. The potential safety risk of an existing bridge is assessed based on spatial neighbor relation and bridge health condition. A reasonable balance between project safety and budget constraints is reached, where the magnitude of the assessed risk is essential to the numerical analysis applied. A real tunnel project in the construction of Wuhan Metro Line 2 (WML2) in China is used to demonstrate the feasibility and applicability of the developed approach. The foundation pit of Xunlimen Station is 1.25 m away from the nearest pier of Wuhan Light Rail Line 1 (WLRL1). The impact of the foundation excavation on adjacent bridge piers is further analyzed, and relevant control measures are then proposed. The novelty of this research lies in the consideration of both hazard (spatial neighbor relation) and vulnerability (bridge health condition) characteristics for the development of responsive strategies for protecting aging bridges against excavation-induced damages.
publisherAmerican Society of Civil Engineers
titleSimulation-Hybrid Approach to Protecting Aging Bridges against Nearby Tunnel Excavation
typeJournal Paper
journal volume32
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001197
page4018052
treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
contenttypeFulltext


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