Evaluation Of The Stiffness And Strength Parameters Of Hardening Soil Model For The Simulation Of The Twin Tunnels Interaction In Kenny Hill Formation Residual Soil
Numerical simulation for geotechnical problem often involved simplifications and assumptions as it is nearly impossible to simulate all features involved in the ground environment. For large scale construction like Klang Valley Mass Rapid Transit (KVMRT) twin tunnels construction under urban environ...
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| Format: | Thesis |
| Language: | English |
| Published: |
2017
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| Online Access: | http://eprints.usm.my/46456/1/Evaluation%20Of%20The%20Stiffness%20And%20Strength%20Parameters%20Of%20Hardening%20Soil%20Model%20For%20The%20Simulation%20Of%20The%20Twin%20Tunnels%20Interaction%20In%20Kenny%20Hill%20Formation%20Residual%20Soil.pdf |
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