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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Détails bibliographiques
Auteur principal: Heyam Hussein, Shaalan
Format: Thèse
Langue:anglais
Publié: 2019
Sujets:
Accès en ligne:http://eprints.usm.my/48395/
Abstract Abstract here