[引用][C] Estimation of seismic bearing capacity coefficients of strip foundations adjacent to the top of slops by the stress characteristic method
Estimation of Seismic Bearing Capacity Coefficients of Strip Foundations Adjacent to the Top of Slopes by the Stress Characteristic Method
M Kamalian, MH Goldasteh… - Sharif Journal of …, 2013 - sjce.journals.sharif.edu
Structures, such as buildings, walls and towers, are often located on sloping ground, which
may involve the construction of shallow foundations adjacent to the top of the slope. The
literature concerned with evaluation of the bearing capacity factors of foundations is mostly
limited to horizontal ground surfaces, as well as static cases. Assessment of the seismic
bearing capacity of strip foundations has been the concern of few researchers in the field of
geotechnical earthquake engineering during recent decades. This paper presents the …
may involve the construction of shallow foundations adjacent to the top of the slope. The
literature concerned with evaluation of the bearing capacity factors of foundations is mostly
limited to horizontal ground surfaces, as well as static cases. Assessment of the seismic
bearing capacity of strip foundations has been the concern of few researchers in the field of
geotechnical earthquake engineering during recent decades. This paper presents the …
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