LABORATORY INVESTIGATION OF DRAINAGE CELL AS TRANSPORT LAYER IN RESIDUAL SOILS

Authors

  • Gambo Haruna Yunusa Department of Civil Engineering, Faculty of Engineering, Bayero University Kano, PMB 3011, Kano, Nigeria
  • Azman Kassim Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.9228

Keywords:

Drainage cell, transport layer, capillary barrier, residual soil

Abstract

Transport layer or unsaturated drainage layer is an alternative measure often employed to improve the performance of a capillary barrier system. A capillary barrier is an earthen cover used to prevent rainfall-induced slope failure. In this study, potential of using drainage cell system as transport layer is exploited using laboratory experimental methods. The drainage cell was sandwiched between grade V and grade VI soils in a two-dimensional laboratory slope model to act as transport layer. Coarse particles of gravel were compacted within the drainage cell to facilitate capillary break development at the interface. Each of grade V and grade VI soil was mixed with water content identical to residual water content determined from the soil water characteristic curves (SWCC) of each soil to enable simulation of their initial condition.  Both soils are then compacted in the slope model to their dry densities. The whole set up was subjected to three rainfall intensities of 1.0586 x 10-5 m/s, 1.2014 x 10-6 m/s and 3.7337 x 10-7 m/s for 2 hour, 24 hour and 7 day, respectively. These rainfall intensities were determined from Intensity-Duration-Frequency (IDF) curve and were applied through a rainfall simulator which is part of the laboratory set up. The results shows that the transport layer formed with drainage cell was capable of producing capillary break and impedes percolation of the infiltrating water into the lower grade V soil layer. The accumulated water was later drained laterally above the interface of grade VI soil and drainage cell transport layer towards the toe of the slope model. In an event that the infiltrating water percolates the drainage cell transport layer due to longer rainfall duration, the drainage cell provides a definite direction through which the infiltrating water flow and diverted laterally. It was found that the modified capillary barrier with drainage cell transport layer performed much better than the conventional capillary barrier system.

References

Lee, M. L., Ng, K. Y., Huang, Y. F. and Li, W. C. 2014. Rainfall-Induced Landslides In Hulu Kelang Area, Malaysia. Natural Hazards. 70(1): 353-375.

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. Journal of Geotechnical and Geoenvironmental Engineering. 138(4): 481-490.

Lepore, C., Kamal, S., Shanahan, P. and Bras, R. 2012. Rainfall-induced Landslide Susceptibility Zonation Of Puerto Rico. Environmental Earth Sciences. 66(6): 1667-1681.

Gavin, K. and J. Xue. 2008. A Simple Method To Analyze Infiltration Into Unsaturated Soil Slopes. Computers and Geotechnics. 35(2): 223-230.

Li, J. H., Du, L., Chen, R. and Zhang, L. M. 2013. Numerical Investigation Of The Performance Of Covers With Capillary Barrier Effects In South China. Computers and Geotechnics. 48(0): 304-315.

Tami, D., Rahardjo, H., Leong, E. C. and Fredlund, D. G. 2004. A Physical Model for Sloping Capillary Barriers. Geotechnical Testing Journal. 27(2): 16.

Tami, D., Rahardjo, H., Leong, E. C. and Fredlund, D. G. 2004. Design and Laboratory Verification Of A Physical Model Of Sloping Capillary Barrier. Canadian Geotechnical Journal. 41(5): 814-830.

Ross, B. 1990. The Diversion Capacity Of Capillary Barriers. Water Resources Research. 26(10): 2625-2629.

Steenhuis, T. S., J. Parlange, and K. J. S. Kung. 1991. Comment on The Diversion Capacity Of Capillary Barriers by Benjamin Ross. Water Resources Research. 27(8): 2155-2156.

Stormont, J. C. 1996. The Effectiveness Of Two Capillary Barriers On A 10% Slope. Geotechnical & Geological Engineering. 14(4): 243-267.

Khire, M. V., C. H. Benson, and P. J. Bosscher. 2000. Capillary Barriers: Design Variables and Water Balance. Journal of Geotechnical and Geoenvironmental Engineering. 126(8): 695-708.

Stormont, J. C. and C. E. Anderson. 1999. Capillary Barrier Effect from Underlying Coarser Soil Layer. Journal of Geotechnical and Geoenvironmental Engineering. 125(8): 641-648.

BSI, Methods of Test for Soils for Civil Engineering Purposes (BS 1377:Part 1-9). Methods of Test for Soils for Civil Engineering Purposes (BS 1377:Part 1-9). 1990, British Standards Institution, London.

Head, K. H. and R. J. Epps. 2011. Manual of Soil Laboratory Testing: Permeability, Shear Strength and Compressibility Tests 3rd ed. Vol. 2. Whittles Publishing, CRC Press, Taylor & Francis group. 499.

ASTM, Standard Test Methods for Determination of the Soil Water Characteristic Curve for Desorption Using Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, or Centrifuge, Designation: D6836, 2008: West Conshohocken, United States.

van Genuchten, M. T. 1980. A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America Journal. 44(5): 892-898.

Parent, S.-É. and A. Cabral. 2006. Design of Inclined Covers with Capillary Barrier Effect. Geotechnical and Geological Engineering. 24(3): 689-710.

Kassim, A. 2011.Modelling the Effect of Heterogeneities on Suction Distribution Behaviour in Tropical residual Soil. Universiti Teknologi Malaysia, PhD thesis.

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Published

2016-06-23

How to Cite

LABORATORY INVESTIGATION OF DRAINAGE CELL AS TRANSPORT LAYER IN RESIDUAL SOILS. (2016). Jurnal Teknologi, 78(6-12). https://doi.org/10.11113/jt.v78.9228