Parameter Correction influence on Monolithic Sliding Stability Probability of Retained Multilayer Soil Slope

Published: 17 January 2022| Version 1 | DOI: 10.17632/57pzfs9vgg.1
Contributor:
xinjian wang

Description

Various design stability probabilities are compared based on modified geotechnical parameters. These comprehensive stability probability calculation methods can explore well the variation of stability probability of wall-retained slope engineering caused by RVs.

Files

Categories

Geotechnical Engineering, Design for Reliability, Geobiology

Licence