Abstract
Traditionally, the stability coefficient of the fixed value analysis method is used as the evaluation index of the stability of the loess landslide under the earthquake. This method does not consider the randomness and variability of the calculated parameters, which can not reflect the real stability of the landslide. Based on this reality, this paper establishes the reliability analysis model of loess landslide stability under earthquake, and the model is used to evaluate the seismic stability of a loess landslide.
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