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    Random Field Modeling of CPT Data

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Gordon A. Fenton
    DOI: 10.1061/(ASCE)1090-0241(1999)125:6(486)
    Publisher: American Society of Civil Engineers
    Abstract: An extensive set of cone penetration tests (CPT) soundings are analyzed statistically to produce an a priori 1D stochastic soil model for use at other similar sites. The data were collected by the Norwegian Geotechnical Institute at the site of a new airport just north of Oslo, Norway, and consists of 143 CPT soundings over an area of about 18 km
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      Random Field Modeling of CPT Data

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51734
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    contributor authorGordon A. Fenton
    date accessioned2017-05-08T21:26:44Z
    date available2017-05-08T21:26:44Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A6%28486%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51734
    description abstractAn extensive set of cone penetration tests (CPT) soundings are analyzed statistically to produce an a priori 1D stochastic soil model for use at other similar sites. The data were collected by the Norwegian Geotechnical Institute at the site of a new airport just north of Oslo, Norway, and consists of 143 CPT soundings over an area of about 18 km
    publisherAmerican Society of Civil Engineers
    titleRandom Field Modeling of CPT Data
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:6(486)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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