Effective Stress Evaluation for Unsaturated Soilsby G. E. Blight,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1967, Vol. 93, Issue 2, Pg. 125-148
Document Type: Journal Paper
Abstract: Methods are developed for evaluating effective stresses and shear strength parameters from laboratory shear, volume change and swelling pressure tests on unsaturated soil. The effective stress principle is shown to relate changes in shear strength and surface elevation of natural profiles of unsaturated clay. These developments have important applications to the design of earth embankments and shallow foundations on expansive clay.
Subject Headings: Effective stress | Shear strength | Shear stress | Soil strength | Soil stress | Unsaturated soils | Shear tests | Expansive soils |
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