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    Limitations of Residential Structures on Expansive Soils

    Source: Journal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004
    Author:
    Kenneth B. Simons
    DOI: 10.1061/(ASCE)0887-3828(1991)5:4(258)
    Publisher: American Society of Civil Engineers
    Abstract: Failures due to expansive soils tie with hurricanes for second place among America's most destructive hazards in terms of economic loss to buildings. This paper discusses the limitations of conventional design, construction, and repair of residential structures. Two specific case studies are presented. The first addresses excessive movement and damage at several posttensioned slab‐on‐ground condominium buildings. The second discusses severe vertical and horizontal deformation of a tract home supported by a drilled pier foundation system. Remedial recommendations for each case study are discussed along with lessons learned from each. Damages and movement that initially indicate upward movement may actually be caused by settlement even in an area of extremely expansive soils. The unique situation of each type of residence often requires the decision of which path to take during repair; that is, one of providing additional flexibility or rigidity. This type of decision‐making process should also be considered during the initial design/construction phase.
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      Limitations of Residential Structures on Expansive Soils

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    contributor authorKenneth B. Simons
    date accessioned2017-05-08T21:14:26Z
    date available2017-05-08T21:14:26Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290887-3828%281991%295%3A4%28258%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43950
    description abstractFailures due to expansive soils tie with hurricanes for second place among America's most destructive hazards in terms of economic loss to buildings. This paper discusses the limitations of conventional design, construction, and repair of residential structures. Two specific case studies are presented. The first addresses excessive movement and damage at several posttensioned slab‐on‐ground condominium buildings. The second discusses severe vertical and horizontal deformation of a tract home supported by a drilled pier foundation system. Remedial recommendations for each case study are discussed along with lessons learned from each. Damages and movement that initially indicate upward movement may actually be caused by settlement even in an area of extremely expansive soils. The unique situation of each type of residence often requires the decision of which path to take during repair; that is, one of providing additional flexibility or rigidity. This type of decision‐making process should also be considered during the initial design/construction phase.
    publisherAmerican Society of Civil Engineers
    titleLimitations of Residential Structures on Expansive Soils
    typeJournal Paper
    journal volume5
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1991)5:4(258)
    treeJournal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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