Interval Nonprobabilistic Reliability Analysis for Ancient Landslide considering Strain-Softening Behavior: A Case Study

Interval Nonprobabilistic Reliability Analysis for Ancient Landslide considering Strain-Softening Behavior: A Case Study

Uncertainties in geotechnical parameters significantly affect the stability evaluation of an ancient landslide, especially when considering the strain-softening behavior. Due to the great difficulty in obtaining the probability density distribution of geoparameters, an interval nonprobability reliab...

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Bibliographic Details
Main Authors:	Zilong Zhou, Chenglong Lin, Xin Cai, Riyan Lan
Format:	Article
Language:	English
Published:	Hindawi Limited 2020-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2020/8884078

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