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Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-247
... variation approximation, and numerical realization. The proposed procedure is then applied to a water conveyance tunnel in western China. The whole process of mechanical response of lining structures subjected to active fault dislocation is obtained. The performance of lining structures is also evaluated...
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-106
... collapse after having reached the maximum linear-elastic capacity . displacement dislocation Engineering maximum principal stress lining lining behavior Reservoir Characterization segmental tunnel lining behavior tehran subway stress distribution segmental lining stress concentration...
Paper presented at the ISRM International Symposium - 5th Asian Rock Mechanics Symposium, November 24–26, 2008
Paper Number: ISRM-ARMS5-2008-102
... large fault dislocations. Furthermore, a multi-shell mortar is developed as suitable materials for the outer absorption layer characterized with high rigidity before yielding and high compressibility after yielding. An attempt is also made to evaluate the damage of a typical railway tunnel subjected to...
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