Now showing items 1-2 of 2
Characteristics Of Malaysian Compacted Residual Soil
The research program presents the mechanical stress-strain characteristics of normally consolidated drained triaxial compression tests on sample size 50 mm diameter and 100 mm high compacted residual soil. Testing was ...
Experimental And Model Behavior Of Geosynthetic Reinforced Residual Soil Composites
An experimental investigation of the drained behavior of shear box tests (100mm x 100mm specimen) was carried out using a computer-controlled direct shear test machine. In this investigation the effect of reinforcement ...