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
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 | Soil stress | Shear strength | Unsaturated soils | Soil strength | Shear stress | Expansive soils | Shear tests | Soil pressure
Services: Buy this book/Buy this article
Return to search