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- W4313400712 abstract "The bearing capacity of the soil changes dramatically due to seismic events. This new value of the bearing capacity of soil is called the seismic bearing capacity of the soil. Many researchers have addressed the problem of seismic bearing capacity. However, in all the available studies, the value of Nc, Nq, and Nɤ has been derived by assuming a predefined failure surface. This idealization leads to some error in the calculation of the seismic bearing capacity of the soil. In this study, a shallow foundation idealizing a particular geographical location has been considered, and a small-scale experimental study has been carried out in the laboratory. Under a specific type and value of dynamic loading, the failure surface has been demarcated experimentally. The dynamic loading has been applied using a shake table. The failure surface has been demarcated by using coloured sand. The expression of Nc, Nq, and Nɤ has been derived by considering the experimentally obtained failure surface and the limit equilibrium method. The obtained values have been tabulated and compared with the past studies. Good conformity of the test results has been obtained." @default.
- W4313400712 created "2023-01-06" @default.
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- W4313400712 date "2023-01-01" @default.
- W4313400712 modified "2023-09-27" @default.
- W4313400712 title "Determination of Seismic Bearing Capacity of Soil Using Experimentally Obtained Failure Surface" @default.
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- W4313400712 doi "https://doi.org/10.1007/978-981-19-6998-0_41" @default.
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