Abstract:
Residual soils from selected prominent landslide sites of the upcountry of Sri Lanka
are tested under unsaturated conditions to evaluate pertinent unsaturated
properties of the soils. The selected landslide sites are Naketiya, Kahagalla,
Waihaputenna and Beragala.
The tri-axial test apparatus was modified by using high air-entry disks so that poreair
pressures and pore-water pressures of a soil sample could be maintained at
separate, required magnitude. Soil samples obtained from DambuIIa International
Stadium site were used to verify the repeatability of the test results by the modified
apparatus, and the reliability of the apparatus.
Soil samples obtained from each of the selected landslides sites were prepared at
the maximum dry density and optimum moisture content as determined by the
proctor compaction test. These were tested in triaxial conditions under five
different matric suction (which is the difference between pore-air and pore-water
pressure) magnitudes. Time was allowed for each sample to reach an equilibrium
state under the particular matric suction applied, before traxial testing commenced.
The test results are used to develop the shear strength function for each soil tested,
and the soil-water characteristic curve (SWCC) for each soil over the range of
matric suction (30 kPa - 200 kPa) considered in the investigation.
These results are of importance in interpreting the variation of shear strength with
the moisture content for these residual soils, which will have a direct bearing on
stability of slopes there.
