Extension Of Numerical Manifold Method For Plasticity And Fracture Modelling Of Rock Mass

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Extension Of Numerical Manifold Method For Plasticity And Fracture Modelling Of Rock Mass

Previous studies on numerical modelling of geotechnical engineering problems indicate the importance of modelling in safe and sustainable designing of geotechnical projects. Generally, the stability of built engineering structures in rock is directly influenced by stability of the rock mass that con...

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Bibliographic Details
Main Author:	Bateni, Farshid
Format:	Thesis
Language:	English
Published:	2014
Subjects:	TA1-2040 Engineering (General). Civil engineering (General)
Online Access:	http://eprints.usm.my/46090/ http://eprints.usm.my/46090/1/Farshid%20Bateni24.pdf

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