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

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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Bibliographic Details
Main Author: Lim, Siaq Phin
Format: Thesis
Language:English
Published: 2017
Subjects:
T Technology
TA1-2040 Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/46456/
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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