Shear Tests Based on Drainage Conditions
Types of shear tests based on drainage conditions are: Unconsolidated Undrained test, Consolidate Undrained Test & Consolidated Drained Test.
Types of shear tests based on drainage conditions are: Unconsolidated Undrained test, Consolidate Undrained Test & Consolidated Drained Test.
Unconfined Compression Test is a variant of an undrained unconsolidated triaxial compression test with confining cell pressure equal to atmospheric pressure.
The triaxial shear test or triaxial compression test is the laboratory test that better simulates field loading.
The most common method for determining the shear strength of soil is the direct shear test. The detailed procedure is enclosed in article.
The vane shear test is carried out in accordance with IS: 2720 (part XXX) – 1980. It is used for determining undrained shear strength of clay.
There are three planes on which the shear stresses are zero at any point in a stressed body, which are mainly mentioned as principal planes.
Karl Terzaghi was the first to propose this effective stress concept principle. In soil mechanics, this is a very critical concept.
The influence of compaction effect on soil properties is highly dependent on the structure achieved by the soil during compaction.
Soil Compaction is a method of stabilizing loose soil by densification, which can be achieved with either static or dynamic load.
In this article we have showcased major points which states the difference between compaction and consolidation process of soils.