Soil Testing Equipment

Soil Cone Penetrometer Manual Is Used For determining the liquid limit of soils Manualy. This is specially useful to obtain reliable and accurate

Semi Automatic Soil Cone Penetrometer is used For determining the liquid limit of soils. This is specially useful to obtain reliable and accurate results

Digital California Bearing Ratio (CBR) is designed for performing laboratory evaluation of the California Bearing Ratio value of highway sub bases and subgrade

In-Situ Vane Shear Test apparatus is designed for conducting in situ vane shear test from bottom of a bore hole in saturated cohesive deposits for determining their in place shearing

Portable Dynamic Cone Penetrometer with 10kg hammer for soil geotechnical testing. To obtain a direct evaluation of the “in-situ”

A graduated cylinder / cylinder measuring / mixing cylinder is a piece of laboratory apparatus used to measure the volume

The proving ring is a device used to measure force. It consists of an elastic ring of known diameter with a measuring device

Consolidation Apparatus 3 Gang. Consists of 3 consolidation test assemblies mounted on a single frame. Complete with 3 sets

Consolidation of clay deposit leads to distress in buildings such as cracks and failures. Consolidation is reduction of volume of soil

Automatic Soil Compactor is designed to compact specimens automatically and uniformly, assuring conformity with the above listed international standards.

Laboratory Vane Shear Apparatus is Consists of a torque head adjustable in height by means of a lead screw rotated by a drive wheel to enable

Bishope Pore Pressure apparatus is used for measuring pore water pressure and pore air pressure in soils. Bishop Pore Pressure

Triaxial Cell Apparatus conforms to the requirements of IS:2720 (Part 11) & (Part 12) and is made from a corrosion-resistant

High Speed Stirrer is used in many industries for stirring purposes for Premixing, Mixing, Dispersing, Shade matching, Homogenizing

Pycnometer Bottle is Useful to determine the specific gravity of clays, sand, and gravel of size smaller than 10mm.

Infrared Moisture Meter is built on the principle that water absorbs certain wavelengths of light. The amount of wavelength

The Plummet Balance consists of a vertical rod mounted on a heavy base with leveling screws A lightweight pointer with pointed

Constant Pressure Apparatus is designed to provide confining pressure up to 160 Bar to triaxial cells. The system consists of an

Anderson Pipette Stand is used for the determination of the sub sieve particle distribution in the soil sample by mechanical analysis. An analysis of this kind express

Shrinkage Limit Set. Shrinkage Limit Test is one of the Atterberg Limits methods of defining characteristics of cohesive soils.

Liquid Limit Mechanical Method known as the Casagrande method has been a standardized test in Soil Mechanics for many years.

The Speedy Moisture Meter test technique is based on the fact that water will react with calcium carbide to form acetylene gas and

Lateral pressure assembly is used to apply constant confining pressure in a triaxial cell. Water is filled in the pressure tank and pressure

Sieve Shaker – Motorised is used for the separation and size determination of particles. A typical sieve shaker 

The Direct Shear Test Apparatus is carried out with an apparatus consisting of a square divided into two halves. The specimen

Hot Plate is made of thick M.S./S.S. Top Plate is made of aluminium

The California bearing ratio test, (usually called as CBR test) is an empirical test developed in California.