Instrumentation Reading

Pore-water Pressures and Total Hydraulic Head within Residual Soil Slope from Bukit Timah Granite at Yishun

Contours of pore-water pressures (kPa) during a dry period, Rahardjo et al 2001

Contours of total hydraulic head (m) during a dry period, Rahardjo et al 2001

Contours of pore-water pressures (kPa) during a rainy period, Rahardjo et al 2001

Contours of total hydraulic head (m) during a rainy period, Rahardjo et al 2001

Pore-water Pressures and Total Hydraulic Head within Residual Soil Slope from sedimentary Jurong Formation at Jalan Kukoh

Contours of pore-water pressures (kPa) during a dry period (before 15 Jun 2007), Rahardjo et al 2011

Contours of total hydraulic head (m) during a dry period (before 15 Jun 2007), Rahardjo et al 2011

Contours of pore-water pressures (kPa) during a rainy period (after 15 Jun 2007), Rahardjo et al 2011

Contours of total hydraulic head (m) during a rainy period (after 15 Jun 2007), Rahardjo et al 2011

References

1. 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. handle
2. Rahardjo, H., Leong, E. C., Rezaur, R. B. (2001). “Assessment and instrumentation of slopes for stability against rainfall.” INVITED PANEL PRESENTATION in Session 6 “Specialty Session on Slope Engineering.”Proceedings of the 14th Southeast Asian Geotechnical Conference, Hong Kong, 10-14 December, Vol.1, 675–684.