Results of Analyses
Results of Numerical Analyses of Lateral Flow Test by Modelling the Crack Network as Head Boundary Conditions
Crack network model using finite element, Krisnanto et al 2014
Plan view of the finite element mesh of large-scale lateral flow test, Krisnanto et al 2014
3D view of finite element model of large-scale lateral flow test, Krisnanto et al 2014
Variation in water content and matric suction of cracked soil: (a) 3D view of variation in water content, Krisnanto et al 2014
Variation in water content and matric suction of cracked soil: (b) 3D view of variation in matric suction, Krisnanto et al 2014
Pore-water Pressures Contours within Residual Soil Slope from Bukit Timah Granite at Thomson Road
Contours of pore-water pressures (kPa) before rainfall, Rahardjo et al 2011
Contours of pore-water pressures (kPa) at the end of rainfall (22 mm/h of rainfall for 24 hours), Rahardjo et al 2011
Pore-water pressure profiles during and after rainfall (22 mm/h of rainfall for 24 hours), Rahardjo et al 2011
Pore-water pressure profiles during and after rainfall (22 mm/h of rainfall for 24 hours), Rahardjo et al 2011
Pore-water Pressures Contours within Residual Soil Slope from Sedimentary Jurong Formation at NTU
Pore-water pressures contours within residual soil slope from Sedimentary Jurong Formation at NTU : contours of pore-water pressures (kPa) before rainfall, Rahardjo et al 2011
Pore-water pressures contours within residual soil slope from Sedimentary Jurong Formation at NTU : contours of pore-water pressures (kPa) during rainfall between 21 & 26 Feb 1995) (t = 120 hrs), Rahardjo et al 2011
Stability Analyses of Residual Soil Slopes from Sedimentary Jurong Formation at Jalan Kukoh
Unsaturated shear strength of residual soils at Jalan Kukoh, Rahardjo et al 2011
Factor of safety variation for residual soil slope at Jalan Kukoh under 22 mm/h of rainfall, Rahardjo et al 2011
Stability Analyses of Residual Soil Slopes from Bukit Timah Granite at Thomson Road
Unsaturated shear strength of residual soils at Thomson Road, Rahardjo et al 2011
Soil profile for residual soil slope at Thomson Road, Rahardjo et al 2011
Factor of safety variation for residual soil slope at Thomson Road under 22 mm/h of rainfall, Rahardjo et al 2011
Critical slip surface for residual soil slope at Thomson Road at the end of rainfall, Rahardjo et al 2011
Soil profile for residual soil slope at NTU, Rahardjo et al 2011
Factor of safety variation for residual soil slope at NTU during rainfall between 21 & 26 Feb 1995, Rahardjo et al 2011
Critical slip surface for residual soil slope at NTU at the end of rainfall, Rahardjo et al 2011
References
- Krisnanto, S., Rahardjo, H., Fredlund, D. G. and Leong, E. C. (2014). “Mapping of cracked soils and lateral water flow characteristics through a network of cracks.” Engineering Geology, February, 172, 12-25. doi | handle
- Rahardjo, H., Santoso, V. A., Leong, E. C., Ng, Y. S., Tam, C. P. H. (2011). “Instrumentation and real-time monitoring in residual soil slopes.” Proceeding of Environmental Geosciences and Engineering Survey for Territory Protection and Population Safety International Conference (EngeoPro 2011), Moscow, Russia, 6-8 September, 357-362.