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...
Main Author: | Lim, Siaq Phin |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2017
|
Subjects: | |
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 |
Similar Items
-
Determination of soil stiffness parameters at a deep excavation construction site in Kenny Hill Formation
by: Law, K.H., et al.
Published: (2014) -
Twin Tunnel Interaction Mechanism In Kenny Hill Formation Using Finite Element Analysis
by: Tan, Yih Ken
Published: (2018) -
Effect Of Shear Strength Parameters In Residual Soils On Slope Failures
by: Jamalludin, Damanhuri
Published: (2016) -
Performance of instrumented bored pile in Kenny Hill Formation
by: Raja Shoib, Raja Shahrom Nizam Shah, et al.
Published: (2023) -
Performance of multi-propped deep excavation in Kenny Hill formation
by: Law, Kim Hing
Published: (2008)