SINGLE GANG THREE GANG SIX GANG Consists of : Loading Unit, maximum capacity 20 kg/cm2 consisting of a loading yoke connected to a lever arm with a counter- balancing adjustment and having a lever ratio of 1:10, the whole assembly being mounted on a steel frame stand....
This Equipment is to speed up the process with ease and accuracy to prepare cylindrical specimens for Marshal Stability Testing Machine. The compactor has been designed to simulate hand compaction as described in ASTM D1559. This apparatus...
Load Frames (AIM 062-1, AIM 064, AIM 064-E, AIM 065, AIM 066) Load Frames are Loading devices employed for application of compression and penetration loads required for various tests, such as Unconfined Compression Test, Triaxial Shear Test,...
Static Cone Penetrometers (AIM 135, AIM 136, AIM 136-20) Ref Std : IS 4968 (Part 3). Dutch Sounding Methods employed by this equipment provides essential information for foundation engineers, reduces cost of expensive boring and sampling and...
Cone Penetrometer (AIM 042-2) Ref Stds : 2720 (Part 5), BS 1377 Enables the determination of liquid limit simply and quickly. The unit is supplied complete with a stainless steel penetration test cone 35 mm long with smooth polished surface...
Introduction Hand operated With Automatic Timer Hand Operated : The apparatus consist of a cast aluminium base with an iron stand on which moves an aluminium arm. A 6" dial is fixed on this arm and a brass chromium plated rod slide through the lower...
Casagrande method in mechanical form is known as liquid limit method and has been in use for soil mechanics for a number of decades. The liquid limit data of soils is useful to correlate mechanical properties of soil, such as compressibility and...
The Direct Shear test is carried out with an apparatus consisting of a square or circular box 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...
We are offering maximum and minimum density of soil. It is used to determine the relative density of cohesionless & freely draining soils, for which impact compaction will not produce a well defined moisture density curve. The maximum density produced by impact methods will...
We are offering universal extruder the removal of soil cores from sampling tubes must be done with maximum care & minimum of disturbance, particularly when smaller specimens have to be prepared from a large sample in order to carry out strength tests. Large extrusion forces used...