The early research collaboration between NTU and Public Works Department (PWD), funded by National Science and Technology Board (NSTB), established guidelines for the stability  assessments against rainfall-induced slope failures. The site investigation procedures and the laboratory testing protocols for soil characterization in Singapore were developed throughout this project

Location of instrumented residual soil slope in Singapore

Location of instrumented residual soil slope in Singapore, Rahardjo et al 2014

  •  
  • Ang Mo Kio
  • Bedok
  • Jalan Kukoh
  • Lorong Halus
  • Mandai
  • Marsiling
  • NTU-ANX
  • NTU-CSE
  • Pasir Ris
  • Tampines
  • Telok Blangah
  • Yishun

Slope Instrumentation Layout and Field Plot

         Typical layout of slope instrumentation

Typical layout of slope instrumentation, Rahardjo et al 2004

 

Field plot for studying rainfall, runoff and infiltration processes at NTU-CSE slope

Field plot for studying rainfall, runoff and infiltration processes at NTU-CSE slope, Tsaparas et al 2003

 

Field installation of a flume with water depth probe for runoff measurement at NTU-CSE slope

Field installation of a flume with water depth probe for runoff measurement at NTU-CSE slope, Tsaparas et al 2003

 

Runoff measurement results from field study at NTU-CSE slope

Runoff measurement results from field study at NTU-CSE slope, Rahardjo et al 2004

 

Schematic diagram of an open double-ring infiltration test

Schematic diagram of an open double-ring infiltration test, Indrawan et al 2006

Percentage of infiltration as a function of rainfall amount

Percentage of infiltration as a function of rainfall amount, Rahardjo et al 2013

 

Schematic diagram of on-line monitoring system, Rahardjo et al 2014

Schematic diagram of on-line monitoring system, Rahardjo et al 2014

 

Relationship of increase in pore-water pressure at 50 cm depth to daily rainfall amount for residual slopes in Singapore, Rahardjo et al 2007

Relationship of increase in pore-water pressure at 50 cm depth to daily rainfall amount for residual slopes in Singapore, Rahardjo et al 2007

 

References

  1. Rahardjo, H., Satyanaga, A., Leong, E. C. and Wang, J. Y. (2014). “Comprehensive instrumentation for real time monitoring of flux boundary conditions in slope.” Procedia Earth and Planetary Science, August, 9, 23-43.doi
  2. Rahardjo, H., Satyanaga, A., Leong, E. C., Santoso, V. A. and Ng, Y. S. (2014). “Performance of an instrumented slope covered with shrubs and deep rooted grass.” Soils and Foundations, Japanese Geotechnical Society, May, 54(3), 417-425. doi
  3. Rahardjo, H., Satyanaga, A. and Leong, E. C. (2013). “Effects of flux boundary conditions on pore-water pressure distribution in slope.” Journal of Engineering Geology, Special Issue on Unsaturated Soils: Theory and Applications, October, 165, 133-142. doi | handle
  4. Rahardjo, H., Santoso, V. A., Leong, E. C., Ng, Y. S. and Hua, C. J. (2012). “Performance of an instrumented slope covered by a capillary barrier system.” ASCE Journal of Geotechnical and Geoenvironmental Engineering,April, 138(4), 481 – 490. doihandle 
  5. Rahardjo, H., Satyanaga, A. and Leong, E. C. (2012). “Unsaturated soil mechanics for slope stabilization.” Southeast Asian Geotechnical Journal, March, 43(1), 48-58. 
  6. Rahardjo, H., Santoso, V. A., Leong, E. C., Ng, Y. S. and Hua, C. J. (2011). “Numerical analyses and monitoring performance of residual soil slopes.” Soils and Foundations, Japanese Geotechnical Society, June, 51(3), 471-482. doihandle
  7. Rahardjo, H., Satyanaga, A., Leong, E. C. (2007). “Characteristics of pore-water pressure response in slopes during rainfall.” Proceedings of 3rd Asian Conference on Unsaturated Soils, Nanjing, China, 21-23 April, 493-498. handle
  8. Indrawan, I. G. B., Rahardjo, H., Leong, E. C. (2006). “Study of infiltration characteristics in the field.” Proceedings of 4th International Conference on Unsaturated Soils, Geo Institute. Phoenix, Arizona, U.S.A., 2-5 April, 179–190.doi
  9. Rahardjo, H., Lee, T. T., Leong, E. C. and Rezaur, R. B. (2005). “Response of a residual soil slope to rainfall.” Canadian Geotechnical Journal, April, 42(2), 340-351. doihandle 
  10. Rahardjo, H., Lee, T. T., Leong, E. C. and Rezaur, R. B. (2004). “A flume for assessing flux boundary characteristics in rainfall-induced slope failure studies.” Geotechnical Testing Journal, ASTM International, March, 27(2), 145–153. AWARD PAPER for “Outstanding Article on the Practice of Geotechnical Testing.” doi | handle
  11. Tsaparas, I., Rahardjo, H., Toll, D. G. and Leong, E. C. (2003). “Infiltration characteristics of two instrumented residual soil slopes.” Canadian Geotechnical Journal, October, 40(5), 1012–1032. doi | handle
  12. Gasmo, J. M., Hritzuk, J. K., Rahardjo, H. and Leong, E. C. (1999). “Instrumentation of an unsaturated residual soil slope.” Geotechnical Testing Journal, ASTM International, 22(2), June, 134-143. doihandle 
  13. Lim, T. T., Rahardjo, H., Chang, M. F. and Fredlund, D. G. (1996). “Effect of rainfall on matric suction in a residual soil slope.”  Canadian Geotechnical Journal, 33, 618-628. doi | handle

Field Instrumentation 

Type of tensiometer used in residual soil slope in Singapore, Rahardjo et al 2011


Soil moisture sensor for monitoring of water content at residual soil slope in Singapore

Soil moisture sensor for monitoring of water content at residual soil slope in SingaporeSoil moisture sensor for monitoring of water content at residual soil slope in Singapore, Rahardjo et al 2011


Weather station for measurement of rainfall and evaporation Weather station for measurement of rainfall and evaporation

Weather station for measurement of rainfall and evaporation, Rahardjo et al 2011