Show simple item record

contributor authorJunling Qiu
contributor authorYiwen Qin
contributor authorZhihua Feng
contributor authorLixin Wang
contributor authorKe Wang
date accessioned2022-01-30T19:12:39Z
date available2022-01-30T19:12:39Z
date issued2020
identifier other%28ASCE%29CF.1943-5509.0001374.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264862
description abstractThe Xi’an City Wall (XCW) is a typical ancient building in Xi’an that is well known for its history and culture. The Xi’an Metro crosses below the XCW at various locations, which may pose hazards of cracking or collapsing the XCW due to the irregular settlement of the wall foundation during tunneling and vibrations induced by train operation. To minimize the effect of the metro on the XCW, the authors exhibit different mitigation measures in this paper, mainly including route optimization, active control technology during tunneling, foundation reinforcement, building reinforcement, and floating slab technology for damping train vibrations. Meanwhile, the case studies about the construction stage in Line 4 of the Xi’an Metro near the Heping Gate and the vibration effect during the metro operation stage were conducted. After employing the suitable countermeasures, the maximum foundation settlement and the maximum vibration velocity of the XCW could be controlled effectively within the guideline values.
publisherASCE
titleSafety Risks and Protection Measures for City Wall during Construction and Operation of Xi’an Metro
typeJournal Paper
journal volume34
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001374
page04020003
treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record