Shear strength characteristics of clays unconsolidated undrained conditions are discussed below for normally consolidated clays and pre-consolidated clays. 1. Normally Consolidated Clays: After consolidation under cell pressure is complete, no excess pore water pressure is present inside the sample. However, when the specimen is subjected to the subsequent increase of axial stress, under undrained conditions, […]
Shear Strength Characteristics of Clays | Soil Engineering
Article shared by :
Determination of Stresses in a Soil Mass | Soil Engineering
Article shared by :
In this article we will discuss about:- 1. Introduction to the Determination of Stresses on any Plane in a Soil Mass 2. Principal Stresses and Principal Planes 3. Mohr’s Circle of Stresses 4. Mohr-Coulomb Failure Theory 5. Stress Path. Introduction to the Determination of Stresses on any Plane in a Soil Mass: Soil is a […]
Direct Shear Test: Apparatus and Procedure | Shear Strength | Soil Engineering
Article shared by :
In this article we will discuss about:- 1. Apparatus for Conducting Direct Sheer Test 2. Preparation of the Soil Specimen 3. Assembly of the Apparatus 4. Test Procedure 5. Determination of Shear Parameters 6. Determination of Principal Stresses 7. Merits 8. Demerits. Apparatus for Conducting Direct Sheer Test: The equipment for the direct shear test […]