Dry Density of Soil by Core Cutter Method Cylindrical core cutters of 130mm long and 100mm diameter are used for testing the in-situ compaction of cohesive and clay soils placed as fill. By using core cutter method, bulk density of ...
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MACKINTOSH PROBE TEST
A wide range of dynamic and static penetrometers are available, with different types being used in different conditions of sub-strata materials. However, the objective of all probing is the same, namely to provide a profile of penetration resistance with depth, ...
GEOTECHNICAL LABORATORY TESTS
Geotechnical laboratory tests consists of number of tests for the properties of soil. These tests are done to find out the suitability of soil for the construction projects. Geotechnical Engineering Laboratory Experiments DIFFERENT TYPES OF SHEAR TESTS AND DRAINAGE CONDITIONS ...
Triaxial Shear Test on Soil – Procedure,Advantages
Triaxial shear strength test on soil measures the mechanical properties of the soil. In this test, soil sample is subjected to stress, such that the stress resulted in one direction will be different in perpendicular direction. The material properties of ...
Proctor Soil Compaction Test – Procedures, Tools and Results
Compaction test of soil is also known as Proctor’s test is done to understand compaction characteristics of different soils with change in moisture content.
Determine Unconfined Compressive Strength of Cohesive Soil
The unconfined compressive strength (qu) is the load per unit area at which the cylindrical specimen of a cohesive soil falls in compression. qu = P/A Where P= axial load at failure, A= corrected area = , where is the ...
Permeability of Soil by Constant Head Permeameter – Objectives & Procedure
Constant Head Permeability Test The constant head permeability test is a laboratory experiment conducted to determine the permeability of soil. The soils that are suitable for this tests are sand and gravels. Soils with silt content cannot be tested with ...
Determination of Shrinkage Limit of Remoulded Soil
The shrinkage limit of soil is the water content of the soil when the water is just sufficient to fill all the pores of the soil and the soil is just saturated. The volume of the soil does not decrease ...