Analysis to the Seismic Stability of Dam Slope Made of Saturated Cohesionless Soils
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Graphical Abstract
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Abstract
This paper pointes out features of slide of the dam slope made of saturated cohesionless soils during earthquake. It is difficult to explain these features with the pseudo-static method. A procedure of analysis to seismic stability of such dam slope is presented and its every step is described in detail.
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