Soil Testing lab Equipment

LabTek is manufacturer, supplier, solution provider and exporter of soil testing machines, soil testing laboratory equipment and accessories. We are supplying the equipment to quality testing laboratories to civil builders, civil contractors, Engineering colleges, Universities and Polytechnics. We manufacture the best quality equipment related to Determination of moisture content, Determination of specific gravity, Field density test, Grain size analysis a.sieve analysis, hydrometer analysis, Determination of consistency limits, Density index/relative density test, Permeability test a.constant head method, b.falling head method, Proctor test,Vane shear test, Direct shear test , Unconfined compression test, Undrained triaxial test, Consolidated test, California bearing ratio test. List of soil testing equipment. Followings are the categories we deal in: soil testing equipment for construction, soil testing equipment for agriculture, soil testing equipment price list, soil testing lab equipment for agriculture, soil testing laboratory equipment suppliers, soil testing equipment for agriculture in India, soil science laboratory equipment, soil testing equipment list, soil lab equipment list, soil mechanics laboratory equipment list, geotechnical engineering equipment, geotechnical engineering lab equipment, soil laboratory equipment, geotechnical engineering lab equipment tests, soil testing lab equipment, soil testing equipment for construction, soil testing equipment for construction, geotechnical engineering lab equipment, soil mechanics lab equipment, soil testing equipment suppliers, soil testing equipment price list, geotechnical engineering lab equipment.

Consolidation is a process in which a soil sample undergoes a volumetric change due to the application of some type of loading. Placing a load on a soil sample results in a reduction in the void space within the soil.

Direct Shear test Apparatus: The test is carried out on a soil sample confined in a metal box of square cross-section which is split horizontally at mid-height. A small clearance is maintained between the two halves of the box.The soil is sheared along a predetermined plane by moving the top half of the box relative to the bottom half.

Triaxial Test Apparatus: stress is applied to a sample of the material being tested in a way which results in stresses along one axis being different from the stresses in perpendicular directions. This is typically achieved by placing the sample between two parallel platens which apply stress in one (usually vertical) direction.

The apparatus consists of a Perspex permeability cell mounted on a detachable aluminium base and head. The cylinder has pressure points at different levels, which have to be connected to the manometer stand and to the constant level tank. Two models available: 75 and 114 mm cell nominal diameter.