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Soil Testing Machines

Soil Testing Machines Lab Equipment Manufacturer, Supplier and Exporter in India

Ray Export is a leading manufacturer and supplier of Soil Testing Machines in India,

Quick answer. Settle cup or cone before you buy liquid limit apparatus. The percussion cup and the cone penetrometer are both established, valid methods, but they do not give the same liquid limit for the same soil, and a result reported without its method is incomplete. Buy the method your standard or examination names, or the one your customers use if results leave your institution, and buy both only if you teach both. Everything else in this soil range, from sedimentation to moisture and permeability, then depends less on the instrument than on method discipline: temperature, dispersion, saturation and calibration against the oven.

What this range covers

About fifty items, coded STM-0001 onwards, covering the four families of soil laboratory work. Index and classification: a liquid limit device, plastic limit test, shrinkage limit set, linear shrinkage mould and cone penetrometers including a semi-automatic version. Particle size: grain size analysis by the pipette method, particle size by sedimentation using a hydrometer, soil hydrometers and a high speed stirrer for dispersion. Moisture and compaction: speedy, rapid and infrared moisture meters, and Proctor needles in spring and hydraulic types. Strength and permeability: pocket and proving-ring penetrometers and falling head and universal permeability apparatus.

Three notes on our catalogue data. One code in this listing appears twice against two different products - a high speed stirrer and a grain size pipette apparatus share a number - so on this listing order by name, not by code, and ask us to confirm both on the proforma invoice. One record further into the listing is a gold testing machine, which has strayed in from another range entirely. And one penetrometer has the place name in its title misspelled; the instrument is the standard proving-ring type.

Cup or Cone?

This is the first question to settle, and it decides which apparatus you buy, because the two standard methods for liquid limit do not give the same number for the same soil.

The percussion cup method - a brass cup raised and dropped a set number of times until a groove closes - and the cone penetrometer method - a standard cone allowed to penetrate the soil for a fixed time - are both long established, both in current standards, and both perfectly valid. They simply answer the question differently, and a liquid limit reported without saying which method produced it is incomplete. The cone method is generally the more repeatable between operators, because the cup method depends on the rate of blows and on the groove being cut cleanly; the cup method remains specified in a great many national standards and in a great many examination syllabuses.

DecideThen buyAnd ask
Which method your standard or examination namesThe liquid limit device for the cup method, or a cone penetrometer for the cone method - or both, if you teach bothFor the cup: the drop height, the base material and hardness, and whether the grooving tool supplied matches the standard. For the cone: the cone mass and angle, the penetration time, and whether the release is manual or semi-automatic
Whether results will be reported outside your institutionThe same method your customers use, not the cheaper oneFor a commercial laboratory, calibration of drop height, cone mass and timing - these are the figures an assessor checks

And whichever you choose, the plastic limit is still a hand method - rolling a thread to a standard diameter on a glass plate - so it is operator-dependent by nature and benefits from two analysts agreeing on a sample. Together the two limits give the plasticity index, which is the figure every soil classification system is built on.

Particle size: the slow experiment that rewards a stable room

Sieving handles the coarse fraction, but silt and clay need sedimentation - a hydrometer or pipette measuring how much material remains in suspension as time passes, with the size inferred from the settling rate. The arithmetic is simple and three practical matters decide whether the answer is right.

Temperature. The settling rate depends on the viscosity of water, which changes appreciably with temperature, and the test runs for hours. A sedimentation cylinder standing in a room that warms through the afternoon produces a grading curve with a temperature error baked into it. Ask whether a constant temperature bath is offered, and if not, keep the cylinders away from windows and heaters and record the temperature at each reading.

Dispersion. Clay particles flocculate, and flocs settle as though they were sand. That is what the dispersing agent and the high speed stirrer in this listing are for. Ask what dispersing agent the method specifies, whether it can be bought locally, and how long the stirring period is - under-dispersed soil reads coarser than it is, which is the direction that flatters a material.

Reading the hydrometer. The stem is read at the top of the meniscus and a correction applied; the correction, the meniscus habit and the zero check against dispersant solution all have to be taught. Ask what hydrometers are supplied, to which standard, and whether a calibration certificate comes with them.

Moisture content: three quick methods and one reference

Four instruments here measure moisture, and they divide into quick field methods and the laboratory reference.

The reference is the oven. Moisture content is defined by weighing, drying to constant mass and weighing again, and every quick method is calibrated against it. A soil laboratory should own a drying oven and a balance and should check its quick meters against oven results on its own soils, periodically and after any repair.

The calcium carbide method - the speedy meter - works by reacting the water in the sample with a reagent and reading the gas pressure produced. It is fast and genuinely useful on site, and it carries two conditions. The reagent reacts with water to produce a flammable gas, so the reagent must be kept dry and sealed, the vessel is vented away from ignition sources, and the reagent is a restricted item for air transport - ask us about shipping it, or source it locally. And the reading depends on the soil type, so a calibration against oven results for each soil is what makes the meter trustworthy.

Infrared and rapid meters are faster still and more sensitive to sample preparation and to the material. Ask the range, the resolution, the sample mass each needs and what calibration arrangement is provided.

Permeability and penetration

Two permeability units are listed, and the choice follows the soil: a constant head arrangement suits coarse, free-draining material and a falling head arrangement suits fine material, which is why the universal unit exists. Three things decide whether a permeability result means anything, and all three are method rather than machine: the specimen must be saturated, and trapped air invalidates the measurement, so de-aired water and slow saturation from below are part of the procedure; the specimen density and the packing procedure must be recorded, because permeability changes with compaction; and the water temperature must be noted, since viscosity again enters the calculation. Ask whether de-aired water provision, a manometer board and a timer are included.

The penetrometers - pocket, proving ring and the Proctor needles - are index and control instruments rather than design tools: they give a quick indication of consistency or of compaction resistance, useful for site control and for checking uniformity across a fill. Ask the range of each, what the proving ring calibration is and when it was certified, and what spare needles and points cost, because they wear and a worn point reads low.

What to ask for on the quotation

The standard and version each item is built to, named explicitly; for the liquid limit device, drop height, base specification and grooving tool; for the cone, mass, angle, penetration time and release mechanism; hydrometers to which standard and with what certificate; dispersing agent, its availability locally and the stirring arrangement; for permeability, head arrangement, de-aired water provision, manometer board and specimen sizes; for the moisture meters, range, resolution, sample mass, calibration arrangement and - for the carbide method - reagent supply and transport position; for the penetrometers, ranges, proving ring certification and spare points; moulds, tools and consumables with prices; bench space and services; nominal voltage, frequency and plug pattern for the powered items; and the warranty and local service position. For any certification stated here, contact us for the latest copies of the relevant certificates before you tender on it.

Related ranges: concrete testing machines, cement testing equipments and bitumen testing instruments for the rest of a materials laboratory, surveying instruments for the field side, civil engineering lab equipments for triaxial, shear and consolidation testing, and universal testing machines for the load frames those tests need. The full set is listed under testing machines. For a quotation, tell us the destination country, the standards you work to, whether the laboratory is for teaching or for commercial testing, and - first of all - whether your liquid limit method is the cup or the cone.

Frequently asked questions

Do the cup and cone methods give the same liquid limit?

No. In the cup method a brass cup is raised and dropped a set number of times until a groove closes; in the cone method a standard cone penetrates the soil for a fixed time. Both are in current standards, but they answer the question differently. The cone is generally more repeatable between operators, because the cup depends on the rate of blows and a cleanly cut groove. For a commercial laboratory, calibration of drop height, cone mass and timing are the figures an assessor checks. The plastic limit remains a hand method, so have two analysts agree on a sample.

How do we get reliable particle size results by hydrometer or pipette?

Control three things. Temperature: settling rate depends on water viscosity, which changes with temperature over a test lasting hours, so use a constant temperature bath if offered, keep cylinders away from windows and heaters, and record the temperature at each reading. Dispersion: clay flocculates and flocs settle like sand, which is what the dispersing agent and the high speed stirrer are for; under-dispersed soil reads coarser than it is. Reading: the hydrometer is read at the top of the meniscus with a correction and a zero check against dispersant solution. Ask which hydrometers are supplied and what calibration documents come with them.

Can a speedy moisture meter replace the drying oven?

No. Moisture content is defined by weighing, drying to constant mass and weighing again, so the oven is the reference and every quick method is calibrated against it. A soil laboratory should own a drying oven and a balance and check its quick meters against oven results on its own soils, periodically and after any repair. The calcium carbide speedy meter is useful on site, but its reagent produces a flammable gas with water, must be kept dry and sealed, and is restricted for air transport, so ask about shipping or source it locally. Its reading also depends on soil type.

Which permeability apparatus suits our soils?

The choice follows the soil. A constant head arrangement suits coarse, free-draining material and a falling head arrangement suits fine material, which is why a universal unit is listed alongside the falling head apparatus. Three things decide whether a result means anything, and all three are method rather than machine: the specimen must be fully saturated, since trapped air invalidates the measurement, so de-aired water and slow saturation from below are part of the procedure; specimen density and packing must be recorded; and water temperature must be noted. Ask whether de-aired water provision, a manometer board and a timer are included.

What are the pocket penetrometer, proving-ring penetrometer and Proctor needles for?

They are index and control instruments rather than design tools. They give a quick indication of consistency or of compaction resistance, which is useful for site control and for checking uniformity across a fill, but they do not replace laboratory strength tests. The Proctor needles are listed in spring and hydraulic types. Ask the range of each instrument, how the proving ring is calibrated and when it was last calibrated, and what spare needles and points are available, because points wear and a worn point reads low. Plan for replacing them as a routine consumable.

Why does this listing ask us to order by name rather than by code?

Because one code appears twice against two different products: a high speed stirrer and a grain size pipette apparatus share the same number. Order those two by name and have both confirmed on the proforma invoice. Two other catalogue faults are worth knowing: a gold testing machine has strayed into this soil range from another range entirely, and one penetrometer has a misspelled place name in its title, although the instrument itself is the standard proving-ring type. When in doubt, quote both the code and the full product name in your enquiry.

Key takeaways

  • Method before apparatus: cup and cone give different liquid limits, so buy the method your standard or examination names.
  • Plastic limit stays a hand method: thread-rolling is operator-dependent, so have two analysts agree on a sample.
  • Control sedimentation temperature: viscosity shifts over a test lasting hours, so record the temperature at every reading.
  • Disperse fully: under-dispersed clay reads coarser than it is, the direction that flatters a material.
  • The oven is the reference: check speedy, rapid and infrared meters against oven results on your own soils.
  • Saturate permeability specimens: trapped air invalidates the result, so de-aired water and slow saturation from below are part of the method.

About this page

Ray Export is a manufacturer and exporter of laboratory, scientific and educational equipment based at Plot No. 449, HSIIDC Industrial Area, Saha, Ambala, Haryana 133104, India. Enquiries: [email protected], +91-9817319615.

Written by Palak Mall, Senior Content Writer. Technically reviewed by Arvind Kumar, Lab Equipment Specialist, 12+ years in laboratory and testing instrumentation. Last updated: 17 October 2026.

Specifications for the STM items, including drop height, cone mass and angle, hydrometer type, moisture meter range and resolution and permeameter specimen sizes, are confirmed in writing on the quotation, together with the standard each item is built to. For calibration documents or certificates, contact us for the latest copies of the relevant certificates. No price is quoted on this page. Listing note: one code is shared by two different products, a high speed stirrer and a grain size pipette apparatus, so order those by name; a gold testing machine is misfiled in this soil range; and one penetrometer title carries a misspelled place name.

Earth Resistivity Meter For Testing Lab for Soil Testing Lab

STM-0041

It is capable of measuring earth voltage (V A.C.) 2mA measuring current allows the testing of earth protection without stumbling earth leakage current circuit breakers in the circuit. Auto power off function. The clock operates auto power off function. The time works the \\\"PUSH BUTTON SWITCH\\\" and \\\"TIMER ON BUTTON\\\' are squeezed together. This will keep the test \\\"NO\\\" for around three to five minutes. At that point, auto controls off. Battery worked Data hold work Small and lightweight IEC 1010 CAT III 200V Calibration performed with provided test drives Measurement Ranges Earth Resistance: 0-20W/0-200W/0-2000W Earth Voltage: 0-200V AC (40-500Hz).

Extractor Frame Universal (Screw Type) For Testing Lab for Soil Testing Lab

STM-0042

It is Designed to extract samples from practically every kind of sampling tube and mold used in solid engineering laboratory or in the field. It can be mounted vertically or on a level plane as wanted. It has an interesting element that three 38mm dia test. Detail: Comprises of a casing intended for screw jack operation, one each of the connectors for 38mm, 75mm, 100mm, 150mm dia meter examples and a remain to get all the while three 38mm measurement tests from one 100mm breadth test. The connector plate which slides along the opened help can be asserted at any coveted position by methods for locking nuts. Other than this, the tube or form can be held in position by raising the tube controls and held in position with locking screws. The lead screw development can be ceased at any foreordained position by fixing the lead screw neckline. Plunger connector for 200mm dia tests. Connector plate with 200mm dia gap and gadget to remove b number 38mm dia tests.

Soil Trimmer (Hand Operated) For Testing Lab for Soil Testing Lab

STM-0043

for Soil Testing - For trimming different dia sample for triaxial and unconfined compression tests. Detail: The lower sample grip is mounted on a plate which rotates freely. The dirt sample is mounted on the lower sample grip and the upper holder is solidly situated over the sample. The vertical guide can be changed in accordance with control the profundity of cut. While trimming the lower circle is turned by hand. Provided finish with a wire saw. Trimming blade, mounted on a help, can be balanced on a level plane and additionally vertically to allow trimming of the example to the correct size of the ring. A guide provided avoids over cutting. Finish with 38mm, 50mm, 75mm and 100mm dia sample rings.

Soil Lathe (Motorised) Bench Mounting For Testing Lab for Soil Testing Lab

STM-0044

for Soil Testing - This instrument is utilized for getting ready soil specimens for different tests like Triaxial Test, Unconfined Compression Test and so forth. Soil lathe comprises of a cabinet enclosing motor and gear system which rotates a disc at 24 R.P.M. this disc embraces gripper plate of different size. The arrangement is provided to control height and depth of cutting tool through a lead screw which has speeds 0.8mm/min. .And 1.6mm/min. Supplied complete with gripper plate pairs for 38mm, 50mm, 75mm, and 100mm dia specimens.

Constant Volume Mould For Testing Lab for Soil Testing Lab

STM-0045

This mould is used For sample size 38mm x 76mm long comprises of Split mould 38mm dia x 126mm long. End plug 38mm dia x 25mm long pair. Split collar interchangeable. Ejecting plunger 38mm dia x 126mm long. ACCESSORIES : Split mould 38mm dia x 76mm long and split mould 38mm dia x 86mm long..

Consolidation Apparatus (Single Gang) For Testing Lab for Soil Testing Lab

STM-0046

Consolidation test is un-dimensional test considered critical in soil mechanics. Test taken from adjoining zones of a solitary site indicate differential settlement even when tried utilizing same strategies. Soil of comparative quality may demonstrate differing union. Tests are precisely arranged and vertical settlement of the example in soaked or depleted conditions deliberately recorded when the known load is connected. Determination: The standard outfit involves the accompanying things. Stacking unit, greatest limit 20kg/cm.sq. Having a stacking burden associated with a lever arm with a counterbalancing modification and having a lever proportion of 1:1 the entire get together being mounted on a strong steel outline stand. The stacking unit is designed to the point that it can be utilized for combination cells of various widths and also extraordinary dia drifting ring sort union cells. Settled ring sort Consolidometer (Odometer) cell gathering for testing 60mm Dia x 20mm thick example containing: Fixed ring for examples 60mm Dia x 20mm thick with manage ring. Best and base permeable stones for 60mm dia example. Punctured weight cushion, Channeled base with water gulf and gasket Flanged water coat, water supply with a plastic tube and pinchcock. Set of weights to give a weight of 10kg/cm.sq. On 60mm dia example, comprising: 7 Nos. 0.05 kg/cm .sq., 5nos. 0.1 kg/sq.cm., 6nos. 0.5kg/sq. cm., and 5 nos. 1.0 kg/sq.cm. Provided finish as above however without dial gage. Embellishments : Dial gage 0.002 mm x 10mm. Augmentation piece, 40 mm long, solidification test frames cushion of 50 for the one-dimensional union. Discretionary EXTRAS: Varying head standpipe, 50cms. Long with mm. Scale. Settled ring sort of Consolidometer (Odometer) cell get together for 50mm. dia x 20mm thick samples , finish with settled ring guide ring. Combine of permeable stones, punctured weight cushion, diverted base, gasket and flanged water coat. Set of weights to give a weight of 10kg/sq.cm. on 50cm. dia example. Settled ring sort of Consolidometer (Odometer) cell gathering for 70mm dia x 20mm thick examples, finish with embellishments as above.Set of weights to give a weight of 10 kg/sq.cm. on 70mm dia examples. Settled ring kind of consolidometer (odometer) cell get together for 100mm dia x 25mm thick examples, finish with extras as above. Set of weights to give a weight of 10 kg/sq.cm. on 100mm. Dia samples

Consolidation Apparatus (Front Loading Type) For Testing Lab for Soil Testing Lab

STM-0047

for Soil Testing - Rigidly produced from aluminum casting to give a high level of exactness with any casing bending under load. The load bridge group is supported in high precision self-adjusting seat balls. The pillar gives three stacking proportions: 9:1 10:1 11:1 and the bar gathering is fitted with a movable balance weight. Greatest load: 150 kg of opened weights. The odometer acknowledges cells up to 100 cm. sq. Provided finish with a pole holding the weights and coupling square holding the dial gage or transducer. Provided \\\'without\\\': Consolidation cell, Weights, Dial Gage (or transducer), holding seat which must be requested independently.

Consolidation Apparatus (Floating Ring Type) For Testing Lab for Soil Testing Lab

STM-0048

Floating ring type of Consolidometer (Odeometer) cell assembly for 60mm Dia x 20mm thick specimens complete with floating ring with two guide rings, the pair of porous stones, pressure pad and cutting collar. Set of weights to give a pressure of 10kg/cm. sq. on 60mm dia specimens. Floating ring type of Consolidometer (Odometer) cell assembly for 50mm Dia x 20mm thick specimens complete with accessories as above. Set of weights to give a pressure of 10kg/cm. sq. On 70mm dia specimen. Floating ring type of Consolidometer (Odometer) cell assembly for 100mm Dia x 25mm thick specimens complete with accessories as above. Set of weights to give a pressure of 10kg/cm. sq. On 100 mm dia specimen. An additional set of weights for loading up to 20kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 60mm dia specimen comprising 10 off 1.0kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 50mm dia specimen comprising 10 off 1.0kg/ sq. cm. Set of weights to give a pressure of 10kg / sq. cm. On a 70mm dia specimen comprising 10 off 1.0kg/ sq. cm.Set of weights to give a pressure of 10kg / sq. cm. On a 100mm dia specimen comprising 10 off 1.0kg/ sq. cm. Pair of top & bottom porous stones for 50mm dia cell Pair of top & bottom porous stones for 60mm dia cell Pair of top & bottom porous stones for 70mm dia cell Pair of top & bottom porous stones for 100mm dia cell.

Consolidation Apparatus (Three Gang Model) For Testing Lab for Soil Testing Lab

STM-0049

It is rigidly made from aluminum alloy casting to give a high level of accuracy with any frame distortion under load. The load bridge group is supported in high accuracy self-aligning seat balls. The beam gives three loading ratios: 9:1 10:1 11:1 and the beam assembly is fitted with an adjustable counterbalance weight.

Consolidation Apparatus (Electronic Bench Model) For Testing Lab for Soil Testing Lab

STM-0050

This test is performed as Same as ZI 3048 except that the data is showed and acquired in the digital electronic system. Unit confirms To BS 1377:5 standard.

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