Correlation of Placement Conditions and Soil Intrinsic Properties with Shear Strength of Cohesive Soils
slope stability of embankments, and lateral earth pressures on retaining structures. This study mainly deals with the
factors affecting the shear strength of compacted cohesive soils. A comprehensive literature review relevant to the
shear strength characteristics and influencing factors was presented. Intensive laboratory investigation was
undertaken on two clay soils selected from different regions in Khartoum state. Unconfined compression tests were
performed on soil samples compacted at a wide range of moisture content and varied dry densities to measure the
shear strength. The results reveal that the placement conditions (moisture content and dry density) and the soil
intrinsic properties (plasticity and liquidity indices) have significant effects on the shear strength measured values.
These parameters of simple and easy measured soil index properties were combined in a factor; termed consistency
factor. This factor shows a direct linear relationship with the shear strength for the soils tested. This relationship can
be used in predicting the shear strength of compacted cohesive soils.
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