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contributor authorDavid N. Richardson
contributor authorRichard W. Stephenson
contributor authorDaniel Molloy
date accessioned2017-05-08T21:14:14Z
date available2017-05-08T21:14:14Z
date copyrightNovember 1987
date issued1987
identifier other%28asce%290887-3828%281987%291%3A4%28219%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43840
description abstractThis paper describes an investigation into the causes of structural damage to a retirement home and the subsequent rehabilitation project. The investigation revealed that the damage was caused by shrinkage of the soils beneath the structure's foundation as a result of dry weather, shrinkage‐prone characteristics of the soils, deviation from the original design, and poor construction techniques. The structure was subsequently underpinned to rock using the inclined drilled pier method. Interaction between design and construction professionals is also presented.
publisherAmerican Society of Civil Engineers
titleSoil‐Shrinkage Induced Structural Failure
typeJournal Paper
journal volume1
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1987)1:4(219)
treeJournal of Performance of Constructed Facilities:;1987:;Volume ( 001 ):;issue: 004
contenttypeFulltext


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