About this document
Shear Strength in Unsaturated Soils by Lokesh K is a document available to read on EtoBox.
This document provides an overview of shear strength parameters in soils. It discusses early developments in shear strength quantification by Coulomb and his friction model. It describes how Terzaghi later established the effective stress principle, recognizing soils as two-phase systems. Common laboratory tests to determine shear strength parameters like direct shear and triaxial tests are also summarized. The document indicates that while saturated soil behavior is governed by effective stress, characteri
- Author
- Lokesh K
- Language
- EN