Soil Testing Instruments

Approx. Rs 600 / PieceGet Latest Price

Additional Information:

Approx. Rs 75,000 / PieceGet Latest Price

Approx. Rs 35,000 / PieceGet Latest Price

Additional Information:

Approx. Rs 20,000 / PieceGet Latest Price

Approx. Rs 9,200 / PieceGet Latest Price

Approx. Rs 19,500 / UnitGet Latest Price

• Graduated plastic cylinder.
• Rubber stopper.
• Irrigation tube.
• Weighted foot assembly and a siphon assembly.
• 78-liter (1 gallon) bottle.
• Four measuring tins having a diameter of approximately 57 mm (2. inches) and a capacity of 85 ± 5 ml.
• Funnel.
• Stop watch.

Approx. Rs 2,200 / PieceGet Latest Price

1. Calibration of cone apparatus should be done firstly:
2. Weigh the sand cone apparatus full of known density sand.
3. Seat the density plate on leveled clean test ground.
4. Dig out soil 4” to 6″ deep with the same diameter as the density plate hole. ...
5. Collect all the excavated soil and weigh it.

Additional Information:

Approx. Rs 7,800 / UnitGet Latest Price

• Specifications : It consists of a 5 Ton capacity hand operated, hydraulic jack mounted on a suitable frame. Two plungers, one for 100 mm dia and the other of 150 mm dia moulds are supplied. One thrust plate for 150 mm dia and one for 100 mm dia specimens are also supplied. Height of thrust plate is adjustable.
  
  Accessories : Set of Plungers adaptors and thrust plates for 38 mm, 50 mm and 75 mm dia specimen.

Approx. Rs 71,000 / PieceGet Latest Price

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

Approx. Rs 2,200 / PieceGet Latest Price

Additional Information:

Approx. Rs 3,000 / PieceGet Latest Price

1. Take about 20kg of air-dried soil. Sieve it through 20mm and 4.7mm sieve.
2. Calculate the percentage retained on 20mm sieve and 4.75mm sieve, and the percentage passing 4.75mm sieve.
3. If the percentage retained on 4.75mm sieve is greater than 20, use the large mould of 150mm diameter. If it is less than 20%, the standard mould of 100mm diameter can be used. The following procedure is for the standard mould.
4. Mix the soil retained on 4.75mm sieve and that passing 4.75mm sieve in proportions determined in step (2) to obtain about 16 to 18 kg of soil specimen.
5. Clean and dry the mould and the base plate. Grease them lightly.
6. Weigh the mould with the base plate to the nearest 1 gram.
7. Take about 16 – 18 kg of soil specimen. Add water to it to bring the water content to about 4% if the soil is sandy and to about 8% if the soil is clayey.
8. Keep the soil in an air-tight container for about 18 to 20 hours for maturing. Mix the soil thoroughly. Divide the processed soil into 6 to 8 parts.
9. Attach the collar to the mould. Place the mould on a solid base.
10. Take about 2.5kg of the processed soil, and hence place it in the mould in 3 equal layers. Take about one-third the quantity first, and compact it by giving 25 blows of the rammer. The blows should be uniformly distributed over the surface of each layer.
11. The top surface of the first layer be scratched with spatula before placing the second layer. The second layer should also be compacted by 25 blows of rammer. Likewise, place the third layer and compact it.
12. The amount of the soil used should be just sufficient to fill the mould ad leaving about 5 mm above the top of the mould to be struck off when the collar is removed.
13. Remove the collar and trim off the excess soil projecting above the mould using a straight edge.
14. Clean the base plate and the mould from outside. Weigh it to the nearest gram.
15. Remove the soil from the mould. The soil may also be ejected out.
16. Take the soil samples for the water content determination from the top, middle and bottom portions. Determine the water content.
17. Add about 3% of the water to a fresh portion of the processed soil, and repeat the steps 10 to 14

Approx. Rs 60,000 / PieceGet Latest Price

The CBR Test Machine with Load Ring is designed for performing laboratory evaluation of the CBR value of highway sub bases and subgrade and for the determination of strength of cohesive materials which have maximum particle sizes less than 19 mm (3/4”).

The CBR Test Machine with 50kN load ring and dial gauge is designed to load the penetration piston into the soil sample at a constant rate to measure the applied load and piston penetration at predetermined intervals.

The machine has a load ring and two dial gauges one for reading penetration and one for the load ring.

The machine is designed to be mounted on a suitable bench and comprises of a robust and compact two column frame with adjustable upper cross beam. The frame has 50 kN capacity. Two test speeds are provided 1.0 mm/min for BS, EN and 1.27 mm/min. for ASTM/EN/AASHTO tests.

This main feature allows the user to perform tests complying to BS, EN or ASTM/EN/AASHTO standards with the same machine. Loading and unloading are down from the front panel by UP/DOWN buttons. Unloading speed is adjusted 5 mm/min for easy re-testing.

The CBR Test Machine is supplied complete with:
Load Ring, 50 kN with dial gauge. Digital Gauge with Con
nection Part, 25×0.01 mm Penetration Piston

Additional Information:

Approx. Rs 49,000 / SetGet Latest Price

Ref. Standards IS :11229, 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 60x60x25mm. The precalibrated load yoke helps counter balance the loading system. The load yoke with direct and through lever system for applying normal load upto 3 kg/cm2 capacity, fixtures for proving ring, brackets for holding consolidation and strain dial gauges are provided. The lead screw connected to the shear box housing helps application of shear stress.

Approx. Rs 95,000 / UnitGet Latest Price

Ref: Standard IS: 2720 (Part XI & XII) BS 1377-7, 1924-2,ASTM 02850, 04767 AASHTOT296, T297

The settlement of foundations and changes in earth pressure due to movement of retaining walls or other earth supports, the yield of soil caused by application of load, are affected by the stress-strain relationship of soils. The experimental investigation for determining the stress-strain relationship is usually carried out with the Triaxial Compression test. During the test, the soil samples gradually stressed upto failure. Generally speaking, Triaxial tests are performed to simulate different types of stress and drainage conditions that can occur in the sub-soil for simulating the effect of building construction, excavation, tunneling etc. The Three different triaxial tests are usually performed for total and effective stress measurement.

Approx. Rs 3,800 / PieceGet Latest Price

Approx. Rs 850 / PieceGet Latest Price

Approx. Rs 1,350 / NumberGet Latest Price

Additional Information:

Approx. Rs 22,000 / PieceGet Latest Price

Approx. Rs 2,500 / PieceGet Latest Price

The NEW GEN Manual and Motorized Liquid Limit Apparatus (Casagrande) are used to determine the moisture content at which clay soils pass from plastic to liquid state.

The Devices consist of an adjustable crank and cam mechanism, a blow counter and a removable brass cup fitted on the base. Different models with the same shape but with different base and cup weights are available according to the required specifications. Manual and Motorized versions are available.

The grooving tools which differ according to the preferred test standard should be ordered separately.