Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties

Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties

In the reliability analysis of slope stability, the deterministic analysis method is usually used to calculate the safety factor to evaluate the stability of slope. However, the inherent spatial variability of rock mass properties cannot be considered and described adequately in traditional determ...

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Bibliographic Details
Main Authors: ZHANG Wen-gang, WANG Qi, CHEN Fu-yong, CHEN Long-long, WANG Lu-qi, WANG Lin, ZHANG Yan-mei, WANG Yu-qi, ZHU Xing
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2021-11-01
Series:Rock and Soil Mechanics
Subjects:
reliability assessment of slopes
spatial variability
hoek-brown criterion
random finite difference method (rfdm)
random response
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5464

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