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    In Situ Pore Pressure Responses of Native Peat and Soil under Train Load: A Case Study

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    R. C. Wong
    ,
    P. R. Thomson
    ,
    E. S. Choi
    DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1360)
    Publisher: American Society of Civil Engineers
    Abstract: Settlement and formation of piping holes on surfaces were observed along a rail embankment subject to normal traffic load. Piezometers were installed in the native peat and soil underneath the embankment inside and outside problematic area to measure the pore pressure responses during train traffic. Peculiar pore pressure responses were observed. Cyclic pore pressures were only measured during the first
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      In Situ Pore Pressure Responses of Native Peat and Soil under Train Load: A Case Study

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52803
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. C. Wong
    contributor authorP. R. Thomson
    contributor authorE. S. Choi
    date accessioned2017-05-08T21:28:25Z
    date available2017-05-08T21:28:25Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A10%281360%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52803
    description abstractSettlement and formation of piping holes on surfaces were observed along a rail embankment subject to normal traffic load. Piezometers were installed in the native peat and soil underneath the embankment inside and outside problematic area to measure the pore pressure responses during train traffic. Peculiar pore pressure responses were observed. Cyclic pore pressures were only measured during the first
    publisherAmerican Society of Civil Engineers
    titleIn Situ Pore Pressure Responses of Native Peat and Soil under Train Load: A Case Study
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:10(1360)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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