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    Appropriate Wrapping Width of Expansive Soil Embankment Built by Enveloping Method

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    Author:
    Yang Heping
    ,
    Zhang Gaofeng
    DOI: 10.1061/JHTRCQ.0000261
    Publisher: American Society of Civil Engineers
    Abstract: In two sections of expansive soil trial embankments of Guangxi Ningming area, four monitoring profiles were set and series of testing elements were buried for field monitoring to find out the appropriate wrapping width. The statistical analysis of the monitoring data of water content, horizontal displacement changed with drying-wetting cycle of seasons in several monitored slopes was carried out. The results shows that, when the horizontal distance to the slope surface in trial embankments is larger than three meters, the variation of soil water content and horizontal displacement are small, the wrapping depth of trial embankments is suitable; the obtained optimum seasons for expansive soil embankment construction in Guangxi are from January to April, and the prominent effect depth of expansive soil in the condition of wetting-drying cycle is 1.49 m; furthermore, the appropriate wrapping width of expansive soil embankment built by the enveloping and wrapping technique in Nan-you Expressway is determined to be 3 m. On the basis of the research, the method of determining the appropriate wrapping width of expansive soil embankment built by the enveloping and wrapping method was put forward.
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      Appropriate Wrapping Width of Expansive Soil Embankment Built by Enveloping Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70823
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorYang Heping
    contributor authorZhang Gaofeng
    date accessioned2017-05-08T22:05:03Z
    date available2017-05-08T22:05:03Z
    date copyrightJune 2009
    date issued2009
    identifier otherjhtrcq%2E0000261.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70823
    description abstractIn two sections of expansive soil trial embankments of Guangxi Ningming area, four monitoring profiles were set and series of testing elements were buried for field monitoring to find out the appropriate wrapping width. The statistical analysis of the monitoring data of water content, horizontal displacement changed with drying-wetting cycle of seasons in several monitored slopes was carried out. The results shows that, when the horizontal distance to the slope surface in trial embankments is larger than three meters, the variation of soil water content and horizontal displacement are small, the wrapping depth of trial embankments is suitable; the obtained optimum seasons for expansive soil embankment construction in Guangxi are from January to April, and the prominent effect depth of expansive soil in the condition of wetting-drying cycle is 1.49 m; furthermore, the appropriate wrapping width of expansive soil embankment built by the enveloping and wrapping technique in Nan-you Expressway is determined to be 3 m. On the basis of the research, the method of determining the appropriate wrapping width of expansive soil embankment built by the enveloping and wrapping method was put forward.
    publisherAmerican Society of Civil Engineers
    titleAppropriate Wrapping Width of Expansive Soil Embankment Built by Enveloping Method
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000261
    treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    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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