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.
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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