Uncertainty and Reliability Analysis of Open Pit Rock Slopes: A Critical Review of Methods of Analysis

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Uncertainty and Reliability Analysis of Open Pit Rock Slopes: A Critical Review of Methods of Analysis

© 2018, Springer Nature Switzerland AG. The stability analyses of slope excavations in rock mass require reliable geomechanical input parameters such as rock mass strength, friction angle and cohesion of sliding surface. These parameters are naturally uncertain and their exact values cannot be known...

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Bibliographic Details
Main Authors:	Abdulai, M., Sharifzadeh, Mostafa
Format:	Journal Article
Published:	Spinger 2018
Online Access:	http://hdl.handle.net/20.500.11937/72602

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