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Unconfined compression test ASTM D2166. 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. [14]
Sometimes, testing of cohesive samples is done with no confining pressure, in an unconfined compression test. This requires much simpler and less expensive apparatus and sample preparation, though the applicability is limited to samples that the sides won't crumble when exposed, and the confining stress being lower than the in-situ stress gives ...
The test was pioneered by L Carlson and AW Skempton in 1948. There has been some dispute over its accuracy since then. Carlson and Skempton believed that it provided a higher value than that indicated by unconfined compressive tests and in fact agreed better with the values expected in geotechnical theory. However 1973 research claimed that the ...
This is a soil test-based definition, usually performed via cyclic triaxial, cyclic direct simple shear, or cyclic torsional shear type apparatus. These tests are performed to determine a soil's resistance to liquefaction by observing the number of cycles of loading at a particular shear stress amplitude required to induce 'fails'.
A direct shear test is a laboratory or field test used by geotechnical engineers to measure the shear strength properties of soil [1] [2] or rock [2] material, or of discontinuities in soil or rock masses. [2] [3] The U.S. and U.K. standards defining how the test should be performed are ASTM D 3080, AASHTO T236 and BS 1377-7:1990
Compressive strength is a key value for design of structures. Compressive strength is often measured on a universal testing machine. Measurements of compressive strength are affected by the specific test method and conditions of measurement. Compressive strengths are usually reported in relationship to a specific technical standard.
The van test is used to determine the shear strength of a soil - material with coarse silt or sand can mean unreliable results. Permeability is found by determining whether the relevant aquifer is confined on unconfined with cognizance of the normal fluctuations in the aquifer. Installation of the borehole itself may influence stresses.
The soil sample in an oedometer test is typically a circular disc of diameter-to-height ratio of about 3:1. The sample is held in a rigid confining ring, which prevents lateral displacement of the soil sample, but allows the sample to swell or compress vertically in response to changes in applied load.
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