-Constant Pressure System

Constant Pressure System is available in two types. It is used for maintaining the pressure in triaxial cell at a constant value by compensating volume change in the cell. This system makes the full utilisation of other system in geotechnical laboratory.

-Compaction Test Apparatus

The ratio between soil moisture content and dry density is very useful to decide the quality and construction specifications of compacted material. This method is useful in construction of bridges, railways, highways and runways etc. It helps to confirm the strength and properties of soil.

-Cone Penetrometer Method

It is more advance meter for liquid limit test. The moisture content at a given depth of penetration of the cone is taken as liquid limit, it is not dependent on test apparatus and operator.

-Consolidation Apparatus

Consolidation is meant for the crack and distress of building due to water expulsion. This phenomenan is time dependent. The test determines the clay structure. It is available for different sizes of specimens.

-De-Aired Water Apparatus

Apparatus is required to produce de aired water for soil testing apparatus so that testing time can be reduced for consolidated soil samples. It is important that only de aired water should be used for Pore Pressure Measurement System.

-Direct Shear Apparatus

Direct Shear Apparatus is meant to measure the shear resistance of soil speciman. It is the measure of stress that any soil sample can hold with respect of load..

-Dynamic Cone Penetration Test Apparatus

Test is performed to determine the relative strength or density or both of soil strata. It is recommeneded that if test is to be performed for deeper soil the cone should not be threaded because it becomes difficult to pull it back. Generally it is used upto the depth of 15m.

-C.B.R. Apparatus

This test is used in selection of materials and control of subgrades. It keeps a check on bearing value of highway sub-bases and subgrades of mixtures.