A variety of laboratory tests can be performed on soil to measure various soil properties. Some soil properties are embedded in the structure of the soil matrix and are not affected by sample deformation, while other properties depend on the soil composition and its composition, and can be effectively tested only in relatively inert conditions. Can be done on samples. Some soil tests measure soil properties directly, while others measure index properties that provide useful information about the soil without directly measuring the desired property.Atterberg limits: The Atterberg limits define the boundaries of several states of consistency for plastic soils. The boundaries are defined by the amount of water a soil needs to be at one of those boundaries. The boundaries are called the plastic limit and the liquid limit, and the difference between them is called the plasticity index. The shrinkage limit is also a part of the Atterberg limits. The results of this test can be used to help predict other engineering properties.
California bearing ratio: This test is used to determine the aptitude of a soil or aggregate sample as a road subgrade. A plunger is pushed into a compacted sample and its resistance is measured. This test was developed by Caltrans, but it is no longer used in the Caltrans pavement design method. It is still used as a cheap method to estimate the resilient modulus.
Direct shear test: The direct shear test determines the consolidated, drained strength properties of a sample. A constant strain rate is applied to a single shear plane under a normal load and the load response is measured. If this test is performed with different normal loads, the common shear strength parameters can be determined.
Expansion index test: This test uses a remoulded soil sample to determine the expansion index (EI), an empirical value required by building design codes, at a water content of 50 per cent for expansive soils, like expansive clays.
Hydraulic conductivity tests: There are several tests available to determine a soil’s hydraulic conductivity. They include the constant head, falling head and constant flow methods. The soil samples tested can be of any type, including remoulded, undisturbed and compacted samples.
Oedometer test: This test is used to determine consolidation and swelling parameters.
Particle size analysis: This is done to determine the soil gradation. Coarser particles are separated in the sieve analysis portion and the finer particles are analysed with a hydrometer. The distinction between coarse and fine particles is usually made at 75 μm. The sieve analysis shakes the sample through progressively smaller meshes to determine its gradation. The hydrometer analysis uses the rate of sedimentation to determine particle gradation.
R-value test (California test 301): This test measures the lateral response of a compacted sample of soil or aggregate to a vertically applied pressure under specific conditions. This test is used by Caltrans for pavement design, replacing the California bearing ratio test.
Soil compaction tests: (Standard Proctor test (ASTM D698), Modified Proctor test (ASTM D1557) and California Test 216.) These tests are used to determine the maximum unit weight and optimal water content a soil can achieve for a given compaction effort.
Triaxial shear tests: This is a type of test that is used to determine the shear strength properties of a soil. It can simulate the confining pressure a soil would see deep in the ground. It can also simulate drained and undrained conditions.
Unconfined compression test: This test compresses a soil sample to measure its strength. The modifier ‘unconfined’ contrasts this test to the triaxial shear test.
Water content: This test provides the water content of the soil, normally expressed as a percentage of the weight of water to the dry weight of the soil.
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