Volume 13 Issue 1
Apr.  2011
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FAN Xiangyang, MO Qunhuan, ZHANG Jihong, XIA Qun. 2005: FOUNDATION SOILS BEARING CAPACITY CALCULATION USING DMT. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 94-99.
Citation: FAN Xiangyang, MO Qunhuan, ZHANG Jihong, XIA Qun. 2005: FOUNDATION SOILS BEARING CAPACITY CALCULATION USING DMT. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 94-99.

FOUNDATION SOILS BEARING CAPACITY CALCULATION USING DMT

  • Received Date: 2004-02-25
  • Rev Recd Date: 2004-04-05
  • Publish Date: 2005-01-22
  • This paper introduced a new method for determining the bearing capacity of foundation soil using the flat dilatometer test (DMT). By comparing a number of DMT data with parameters of lab tests, cone penetration tests and vane shear tests from several magnitude projects in Shanghai, the authors develop empirical formulae for calculating the bearing capacity of foundation soil from the DMT and assess their accuracy.
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  • [1] Briand J L,M iran J.The f lat d ilatom eter tes.tTh e Federal H ighw ay A dm in istrat ion,1992,34~93.


    [2] M archett i S.In-s itu tests by f lat dilatometer.Journa l of theG eotechn ical Engin eering D iv is ion,A SCE,1980,106:299~321.


    [3] 陈国民.扁铲侧胀仪试验及其应用
    [J].岩土工程学报,1999,21(2):177~183.C hen G uom in.Flat d ilatom eter test and its app lication.Ch in eseJou rnal of G eotechn ical Eng ineering,1999,21(2):177~183.

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