Abstract:
Slope failure in tropical climates frequently occurs due to excessive rainfall. Heavy infiltration
cause destruction of matric suctions, development of perched water table conditions and rise of ground water
table. Severe erosion and surface destruction will also be caused by the heavy prolonged rainfall. In order to
understand the threshold values of rainfall leading to instability it is necessary to model this process with a
reasonable accuracy. Sri Lankan residual soil formations are formed by weathering of the metamorphic parent
rock and have inherited significant abrupt variations in engineering characteristics. Basic characteristics of these
soil formations such as Soil Water Characteristic Curves (SWCC), Variation of permeability with water content
and unsaturated shear strength parameters are essential parameters in these analyses. These characteristics have
not been established for typical residual soils forming slopes in Sri Lanka.
This paper highlights the need for detailed experimental studies and presents preliminary studies that have been
conducted at the NBRO laboratories to establish the characteristics of unsaturated Sri Lankan residual soils.
Undisturbed samples of soil obtained from the failed slope at Welipenna in the Southern Expressway were used
in this study. Direct shear tests were done by modifying the conventional apparatus by incorporating a miniature
tensiometer which allows for the simple and direct measurement of soil matric suction during shearing. Soil
water characteristic curves (SWCC) were also established using these apparatus. Alternatively, pressure plate
apparatus was also used for this purpose.
Permeability function for both wetting and drying phases were also investigated on undisturbed samples. The
method is based on continuously drying and wetting the soil sample while continuously monitoring the suction
gradient and the change in soil mass. The paper highlights the importance of these studies and presents the
procedures that are being used. Some results obtained at this preliminary stage are also presented.
