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    Modeling Expansive Soil Movements Beneath Structures

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Mark J. Masia
    ,
    Yuri Z. Totoev
    ,
    Peter W. Kleeman
    DOI: 10.1061/(ASCE)1090-0241(2004)130:6(572)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the use of an existing numerical model which is capable of generating continuous records over time of 3D soil suction profiles beneath a structure. The model uses recorded climatic data and representative soil properties. The model was used to obtain data required for the simulation of ground movements and the resulting structural response in a separate soil/structure interaction model (the results of the subsequent soil/structure interaction simulations are not reported). The factors influencing the soil moisture distribution beneath a structure were identified and careful consideration was given to quantifying the variability in these factors. The model explicitly captures the long-term moisture redistribution occurring beneath a structure as a result of introducing a ground cover. It also captures the effect of different construction dates on soil moisture conditions. If a range of construction dates are selected at random and 3D simulations over appropriate time periods are conducted, the variability in ground movements due to seasonal and long-term climatic effects and due to the choice of construction date can be quantified.
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      Modeling Expansive Soil Movements Beneath Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52515
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMark J. Masia
    contributor authorYuri Z. Totoev
    contributor authorPeter W. Kleeman
    date accessioned2017-05-08T21:27:59Z
    date available2017-05-08T21:27:59Z
    date copyrightJune 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A6%28572%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52515
    description abstractThis paper describes the use of an existing numerical model which is capable of generating continuous records over time of 3D soil suction profiles beneath a structure. The model uses recorded climatic data and representative soil properties. The model was used to obtain data required for the simulation of ground movements and the resulting structural response in a separate soil/structure interaction model (the results of the subsequent soil/structure interaction simulations are not reported). The factors influencing the soil moisture distribution beneath a structure were identified and careful consideration was given to quantifying the variability in these factors. The model explicitly captures the long-term moisture redistribution occurring beneath a structure as a result of introducing a ground cover. It also captures the effect of different construction dates on soil moisture conditions. If a range of construction dates are selected at random and 3D simulations over appropriate time periods are conducted, the variability in ground movements due to seasonal and long-term climatic effects and due to the choice of construction date can be quantified.
    publisherAmerican Society of Civil Engineers
    titleModeling Expansive Soil Movements Beneath Structures
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:6(572)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    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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