FOUNDATION SOILS BEARING CAPACITY CALCULATION USING DMT

FAN Xiangyang; MO Qunhuan; ZHANG Jihong; XIA Qun

Volume 13 Issue 1

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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.

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.

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FOUNDATION SOILS BEARING CAPACITY CALCULATION USING DMT

1.
Shanghai Geotechnical Investigation &|Design Institute Co. Ltd., Shanghai 200002;
2.
Department of Geotechnical Engineering, Tongji University,Shanghai 200092

Received Date: 2004-02-25
Rev Recd Date: 2004-04-05
Publish Date: 2005-01-22

Abstract

Abstract

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.
- Bearing capacity of foundation soil,
- Flat dilatometer test (DMT),
- Dilatometer modulus

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References(1)

References

[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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