Our Products
Our product range contains a wide range of Proctor Compaction Apparatus, Crushing Value Apparatus, Pavement Intensity Test Apparatus, Ring and Ball Apparatus and Water proofing test apparatus for Asphalt
The selection of proper aggregate for a given aplication is essential to attain the desired quality. Various characteristics required to be determined for the selection of appropriate aggregate from the wide range are available. The following mechanical tests are designed to meet this requirement. This apparatus is used for measuring resistance of an aggregate to crushing, as per IS:2386, (Part 4).
ApplicationMechanical Properties of Aggregates
Industry| Construction Chemicals | Dams & Tunnels |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Railways | Roads, Highways & Bridges |
It is a multifunctional testing instrument for the material of road base and pavement. This can be used with many kind of testing accessories to test the compressive strength, indirect intensity test and bearing ratio of soil and pavement material. It can also be used to test the thermal stability and Marshall test of bituminous material.The machine has sturdy frame having two chrome plated pillars and cross head to work up to 100 kN axial load having two speed of loading to perform various test such as bearing ratio, Marshall test. The speed can be adjusted with the help of mechanical lever fitted on main frame. It can be run on forward and reverse mode also.
ApplicationTo test the compressive strength
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
The new design of Ring and Ball Apparatus is compact user friendly and has better aesthetics. It has magnetic stirrer with heating facility and digital display of temperature, the heating can be adjusted through knob.
ApplicationSoftening Point
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
The permeability apparatus is used to determine the water proofing of the petroleum bitumen felt and the roofing sheet.The apparatus has a main body fitted with hydraulic pressure system, three specimen holder, Pressure gauge and control knobs.
ApplicationTo determine the water permeability of the petroleum bitumen
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
This apparatus is supplied with ISI mark. It is variable flow type Air Permeability Apparatus.
Application1/2 inch and 1/4 inch microphone preamplifier
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
Single touch operation.
ApplicationDemo Application.
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
These are used for preparation of tensile test specimens.Ordering Information :
ApplicationSample preparation
This operation is used for determining setting time of hydraulic cement. It consists of a base with a vertical shaft and two horizontal arms, the lower arm being adjustable for height. Supplied complete with one initial needle, one final needle and a glass base plate.
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
The Jolting apparatus consists of a rectangular table, rigidly connected by two support arms to spindle at a horizontal distance of 800 mm from the centre of the table. The table can be raised and allowed to fall freely by a cam which is connected to a motor. The cam rotates at a rate of 60 rpm. A digital counter with sensor is provided, which stops the machine after 60 jolts. Locating pins are provided for mounting the mould compartments on the table. The mould, surrounded by the hopper, can be clamped rigidly to the table. Supplied complete with mould and hopper. Suitable for operation with 220V, 50 cycles, single phase, AC Supply.
ApplicationPreparation of Flexural Prisms.
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
Vicat apparatus provided with ISI certification mark, is designed for determining the normal consistency, standard consistency and setting time of cement, and lime.
ApplicationConsistency Test
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Railways Sleepers | Real Estate |
| Refractories | Roads, Highways & Bridges |
| Tiles |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
Compaction factor is the ratio of the weight of partially compacted concrete to the weight of the concrete when fully compacted in the same mould. The weight of partially compacted concrete in relation to its fully compacted state is a reasonably good indication of the workability of concrete.
ApplicationCompaction Test
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Irrigation | Railways Sleepers |
| Real Estate | Refractories |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
Permeability Apparatus (AIM 379, AIM 380, AIM 381, AIM 382, AIM 383, AIM 384) Ref Std : IS 3085,
High Pressure Permeability Test can be conducted on different size specimens using different cells. Each cell is made of steel and provided with a top plate and funnel at the bottom having gasket seals held in position through bolts and nuts. The concrete specimens are sealed in the cells to prevent any leakage along the side walls. The permeated water is collected in glass bottles attached at the bottom.Each test stall has its own control valves. The control Value are mounted on a sturdy welded structural stand. All multi-units are provided with end pressure gauges. Each unit is provided with chamber pressure gauges of 0-21 kg/cm2 and test pressure gauge of 0-17.5kg/cm Pressures are applied using any available pressure line at the site for a compressor.
Application
Permeability Test
Industry
| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Irrigation | Railways Sleepers |
| Real Estate | Refractories |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
The slump cone is filled with freshly mixed concrete and is tamped with a tamping bar in four layers. The top of he concrete is levelled off with the top of the slump cone, he cone is lifted vertically up and the slump of the sample simmediately measured.
ApplicationConsistency Test, Workability determination of concrete mixes.
Industry| Cement/RMC | Construction Chemicals |
| Dams & Tunnels | Fly Ash |
| Irrigation | Railways Sleepers |
| Real Estate | Refractories |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Tiles & Ceramics |
| Fly Ash |
| Railways | Roads, Highways & Bridges |
California Bearing Ratio Test Apparatus, Field Type (AIM 155)
This apparatus, mounted on a rolled steel joist cantilevered from the back of the truck or fitted to the underside of a mobile frame, can be used to determine the bearing ratio (generally known as the California Bearing ratio) of soils quickly and efficiently for the evaluation of strengths of sub-grade & bases for roads & runway pavements.This method of testing in-situ, using piston penetration, is useful for determining the load carrying capacity in the field, when the in-place density and water contents are such that the degree of saturation is 80% or greater, when the material is coarse grained and cohesionless so that it is not affected by changes in the water content when the material has been in-place.
Soil compaction is a fundamental requirement for the construction of earth fill for dams, reservoirs, canal embankments, highways, railways and runways. The relationship between soil moisture content and compacted dry density is very useful for deciding construction specifications and quality control of compacted earthfill. While designing a soil retaining structure, the strength and deformation behaviour of soil is evaluated by testing soil specimen compacted to the density as would be achieved during construction. The construction quality control is essentially to check the density of compacted soil achieved in the field, thereby checking its strength.
ApplicationCompaction
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Consolidation of clay deposit leads to distress in buildings such as cracks and failures. Consolidation is reduction of volume of soil due to expulsion of water from its pore space caused by sustained loading. This phenomenon is time dependent. The one dimensional consolidation test performed on an undisturbed sample of clay is useful for understanding the history of the soil deposit. The test results can be used for calculating the settlement of structures built on clayey soil.We offer single gang & three gang Analog & electronic Models. We have new bench models also. StarDaq & software for conducting the consolidation test an also be provided if required of extra cost.
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
The equipment has been designed specifically to meet the demand for de-aired water for use with
ApplicationDeaired Water
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Direct Shear Apparatus/Laser Direct Shear Apparatus (AIM 104, AIM 105, AIM 105-1/2/3, AIM 106) Ref Stds : IS 2720 (Part 13)
The Direct Shear test is carried out with an apparatus consisting of a square divided into two halves. The specimen, contained in the box, is subjected to a constant normal load while an increasing horizontal force is applied to one of the sections of the shear box. This force causes a shear failure along the junction between the box sections. The shear force and the normal load are measured directly. The rate of strain is adjusted by the speed of the horizontal force applied. The loading unit has V-strips on which the shear box housing rests. Suitable for specimens of size 606025mm.Direct Shear Apparatus supplied by AIMIL include AIM 104 Direct Shear apparatus, 2 kN, AIM 105 Direct Shear Test Apparatus, Electronic, 2kN, AIM 105-1 Direct Shear Outfit, Electronic, 2kN, complete with Aimil 'StarDAQ' System., AIM 105-2 Direct Shear Outfit, 2kN, with Microprocessor loading unit, Electronic &AIM 106 Large Direct Shear Apparatus, Motorised, 50 kN.
Application
Direct Shear
Industry
| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
For determining the resistance of different types of soil strata to dynamic penetration of a 50 mm cone and thereby obtain an indication regarding their relative strength or density or both. The method helps reconnaissance survey of large area in a short time.
ApplicationPenetration Test
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
This apparatus is designed for conducting in-situ Vane hear test from the bottom of bore hole in saturated cohesive deposits, for determining their in-place shearing resistance.The equipment consists of a torque applicator assembly mounted on a base. A gear wheel, which is marked in degrees, holds a torque ring and is geared to a crank. The torque ring has a section cut from it and deforms as torque is applied and the resultant deformation is indicated by a dial gauge. A pointer is provided for registering the rotation of the vane.A detachable stand is provided to anchor the instrument. An attachment to securely hold the string of rods is provided.A calibration curve to convert the dial gauge readings to kg-cm of torque is also supplied.
ApplicationField Vane Shear Test
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Shear Strength Measurement
IndustryChemical/Process Agricultural
Plate Bearing Test is essentially a model test of foundations. It gives the load deformation characteristics for determining the ultimate bearing capacity of foundations. This test is a standard technique fro determining bearing capacity of soils.
ApplicationPlate Bearing Test
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
The Pore Pressure Apparatus manufactured by Aimil is designed according to the principles outlined in the bookThe Measurement of Soil Properties in the Triaxial Test by A.W. Bishop and D.J. Henkel. This pore pressure measuring apparatus consists of a screw pressure pump, null indicator in perspex, pressure gauge, mercury manometer, volume change burette and the necessary connecting tubes and valves. It is used for measuring pore water pressure and pore air pressure in soils. It has many features which simplify the operation. The Null Indicator is made from a transparent perspex block. It is a simplified U-Tube Null Indicator, in which water can bypass mercury if null indicator is tilted; thus de-airing process by circulation of water is facilitated. All features enable a visual check to be made during the de-airing operation of apparatus. A mercury manometer and a pressure gauge of Bourdon Tube type are provided on the panel on which the whole equipment is mounted. Very small positive or negative pressures are observed on the manometer. A 50ml burette is clamped to a sliding bracket on one side of the panel. It is used for measuring the volume change in the specimen when subjected to confining pressure in the triaxial cell. We supply Pore Pressure Apparatus of 1000 kPa (10Kg/cm2) and 2000 kPa (20 Kg/cm2) capacities.
ApplicationPore Pressure Measurement
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Conventional methods, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc. are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behaviour of the concerned layer. Pressuremeter test fills this void.
The pressuremeter is an instrument for in-situ measurements of soil load / deformation parameters.
Applications :
An efficient and economical tool for the evaluation of most ground engineering problems and in particular :
Models availabls:
AIM 141 Pressuremeter type GA80 bar capacity (AX Probe Outfit)AIM 142 Pressuremeter type GA80 bar Capacity (BX Probe Outfit)AIM 143 Pressuremeter GA 80 bar Capacity (AX and BX Probe Outfit)AIM 144 Pressuremeter GA (AX Probe Outfit, Low Capacity)AIM 145 Pressuremeter GA (BX Probe Outfit, Low Capacity)AIM 146 Pressuremeter GA 80 bar Capacity (NX Probe Outfit)AIM 147 Pressuremeter GA 25 bar capacity (NX Probe Outfit)
Deformation Modulus
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Relative Density relates the dry density of chesionless soil to maximum and minimum densities. The degree of compaction of cohesionless soil can be treated in terms of relative density measured through this equipment.
ApplicationRelative Density Test
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
This Apparatus is used for determination of the dry density of compact, fine, medium grained soils and for layers not exceeding 50 cm thickness. A circular hole is dug into the ground, all the soil from within it collected, weighed and dried, and the hole back-filled with a standard uniform sand or fine gravel, poured from a calibrated container for calculating the volume of hole.
ApplicationSand replacement method for determination of the dry density of compact, fine and medium grain soils
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
It is designed to determine the swelling pressure developed by soil specimens moulded to desired densities at known moisture contents, when soaked in water. The load applied to restrain the swelling is transferred on to a load measuring proving ring through a perforated swell plate and a load transfer bar. The proving ring is attached to the lead screw of hand operated load frame. A soaking tank is provided for saturating the specimen and the base of the mould provided has channels and radial grooves with connecting holes.
ApplicationMeasurement of Swell pressure.
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Vane Shear Tests are conducted where it is difficult to obtain suitable specimens or where intrusion from a sampling tube may cause too much of a disturbance.Consists of a special motor, adjustable in height by means of a lead screw rotated by a drive wheel to enable the vane to be lowered into the specimen. Rotation of the vane is by means of an electric motor turns the upper end of a calibrated torsion spring to give a rotation of 0.1/sec. The vane shaft is attached through the hollow upper shaftto a resettable pointer which indicates the angle of torqueon a dial graduated in degrees. The dial reading multiplied by spring factor gives the torque.Rate of rotation : 1/60 rpmSuitable for operation on 220 V, 50 Hz, Single Phase, AC supply.
ApplicationVane Shear
Industry| Agricultural |
| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Mining Engineering | Science Colleges |
| Railways | Roads, Highways & Bridges |
Electrical Heating, with gas test jet and electric heater with AIM 50603 Energy regulator. Suitable for operation on 220V, single phase, 50Hz, AC Supply.For determining closed cup flash point of petroleum products, their mixtures, other liquid and paints, having flash points between 19 C and 49 C. Each instrument bears a test certificate of the National Physical Laboratory and is supplied complete with an oil cup, cover fitted with gas test jet assembly, water bath and tripod stand, but without thermometer.
ApplicationFor determining closed cup flash point of petroleum products
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
| Roads, Highways & Bridges |
The Asphalt Extraction Apparatus Automatic is used to perform reliable analysis on asphalt mixtures using noninflammable solvent as trichloroethylene and dichloromethane.It works on high speed centrifugal separation, dissolvent recovery and purification technology for extracting the asphalt from bituminous mixtures.The instrument has several safety features for its easy & trouble free operation such as Phase sequence alarm, overheating protection, high or low level protection, high voltage protection, timer etc. The centrifuge basket is made of aluminium alloy material supported by high performance thrust bearing for its long lasting performance. The dissolvent recovery and storage chamber is made of anti corrosion stainless steel. The extraction operation is completed in three steps i.e. Bitumen extraction, dissolvent recovery chamber cleaning and regenerated combined liquid dissolvent recovery.
ApplicationTo perform reliable analysis on asphalt mixtures
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
For determining the amount of carbon residue after evaporation, pyrolysis of oil, and to provide some indication of relative coke forming propensity.
Application2D linear/non-linear Discontinuum analysis of jointed media, both static and dynamic condition. Seepage and thermal analysis, creep analysis, soil structure interaction, stage excavations etc., visible.
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
Ref. Standards - IS:1448 (Part 10), ASTM D 2500 IP 219, ISO 3015, Low temperature properties of oils are evaluated by cloud point tests. IP15, BS:4452, ISO 3016
ApplicationFor evalution of low temperature properties of oils
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
AIMIL Introduces Digital Version of Marshall Apparatus which is used for the measurement of the resistance to plastic flow of cylindrical specimens of bituminous paving mixture loaded on the lateral surface.
ApplicationPaving Mix Tests Marshall Stability and Compaction
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
For determining the flash point of fuel oils and lubricating oil, bitumen other than cutback bitumen and suspension of solids in liquids, having a flash point above 49C.
ApplicationFor determining the flash point of fuel oils and lubricating oil, bitumen
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
Marshall Apparatus is used for the measurement of the resistance to plastic flow of cylindrical specimens of bituminous paving mixture loaded on the lateral surface.
ApplicationPaving Mix Tests Marshall Stability and Compaction
Industry| Asphalt / Petroleum/ Bitumen Testing | Dams & Tunnels |
| Real Estate | Roads, Highways & Bridges |
| Traffic Monitoring |
| Building Technology | Civil Department |
| Geotechnical | Science Colleges |
The equipment is used for Direct Shear Laboratory Test in Rock Samples. The test measures peak & residual Direct Shear Strength as a function of stress normal to thesheared plane. The equipment can be used for testing Core, Lump specimens.
ApplicationDirect Shear
Industry| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Railways | Roads, Highways & Bridges |
It is used for determination of resistance offered by rock to weathering and disintegration when subjected to immersion in water and has facility to test upto four seats of samples
ApplicationStrength Index
Industry| Dams & Tunnels | Geophysical/ Seismology Testing |
| Geotechnical (soil/ rock) Testing | Irrigation |
| Mining | Real Estate |
| Roads, Highways & Bridges |
| Architecture | Building Technology |
| Civil Department | Geotechnical |
| Science Colleges |
| Railways | Roads, Highways & Bridges |
Vasna, Ahmedabad, Gujarat 