Probabilistic estimate of rock mass static and dynamic demands for underground excavation stabilisation

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Probabilistic estimate of rock mass static and dynamic demands for underground excavation stabilisation

© 2018 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences Excavation damage under high in situ stress depends largely upon the potential block size associated with any violent ejection. The size and shape of the dynamic instability are largely controlled by the location, orientation a...

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Bibliographic Details
Main Authors:	Villaescusa, Ernesto, Thompson, A., Windsor, Christopher
Format:	Journal Article
Published:	Kexue Chubanshe 2018
Online Access:	http://hdl.handle.net/20.500.11937/74139

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