Numerical Analysis Of Tbm Tunnel Behaviour And Support Under High Stress Rock Masses In Pahang-Selangor Raw Water Transfer Tunnel

This study aims to evaluate the rock overstressing that occurred in the critical cases of the TBM tunnel of the Pahang-Selangor raw water transfer project. Based on the insitu stress conditions and rock compressive strength, a possible rock failure in the form of spalling is evaluated at the tunn...

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Bibliographic Details
Main Author:	Heyam Hussein, Shaalan
Format:	Thesis
Language:	English
Published:	2019
Subjects:	T Technology TA1-2040 Engineering (General). Civil engineering (General)
Online Access:	http://eprints.usm.my/48395/
Abstract	Abstract here

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