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contributor authorHangseok Choi
contributor authorChulho Lee
contributor authorLynton L. Price
date accessioned2017-05-08T21:37:10Z
date available2017-05-08T21:37:10Z
date copyrightJune 2009
date issued2009
identifier other%28asce%29cf%2E1943-5509%2E0000006.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57604
description abstractThis case study illustrates the investigation and remediation of distress and subsidence on a multilevel, posttension, cast-in-place concrete parking garage that was constructed at the crest and over the side of a gentle sloping hillside. A comprehensive exploration program was conducted to determine the cause of the subsidence. The investigation included core borings through the distressed caissons and the underlying bedrock and the use of a downhole camera to determine the rock conditions. Based on the investigation, it was concluded that the caisson subsidence was caused by the collapse of a large cavity underlying the sandstone. A grouting program was performed to reduce the potential of further settlement. This paper summarizes the findings and conclusions derived from this investigation and the remedial measures undertaken to reduce the potential of further distress to the structure.
publisherAmerican Society of Civil Engineers
titleCase Study of Subsidence in Interstratified Sedimentary Bedrock: Parking Garage Distress Investigation and Remediation
typeJournal Paper
journal volume23
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000002
treeJournal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 003
contenttypeFulltext


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