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contributor authorJohn D.
contributor authorReins
contributor authorJennifer J.
contributor authorVolz
date accessioned2017-05-08T21:37:55Z
date available2017-05-08T21:37:55Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29cf%2E1943-5509%2E0000401.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57997
description abstractFoundation movements attributable to expansive clays and claystones continue to challenge the geotechnical and structural-engineering communities. This study summarizes information and data, collected over the past 25 years, associated with the investigation, monitoring, and repair of numerous structures affected by expansive soil movements in Colorado. The paper provides a brief history and description of the various foundation systems that have been used in Colorado in an effort to prevent or accommodate soil heave. From the sites included in the study, real data on the rates of movement versus time and the time to stabilization are presented. Also provided is a summary of various remedial approaches used to address foundation movements. Lastly, the subsequent performance of foundations that have stabilized without underpinning as well as those that have been proactively stabilized are described and discussed.
publisherAmerican Society of Civil Engineers
titleMonitoring and Mitigation of Movements Affecting Foundations on Expansive Soils in Colorado
typeJournal Paper
journal volume27
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000395
treeJournal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 006
contenttypeFulltext


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