Elite Lab is Consolidation Apparatus single Gang Manufacturer, Supplier and Dealer in Bihar, Jharkhand, West Bengal, Kolkata, Ranchi, Patna India. Consolidation testing is a one-dimensional test that is critical in soil mechanics because to its unidimensional nature. Even when the same procedures are used to check samples taken from adjacent portions of the same site demonstrate considerable variances in settlement. In soils of equivalent strength, different consolidation patterns may be seen. When a known load is applied to a sample, it is prepared with considerable care, and the specimen's vertical settling under saturated or drained conditions is rigorously recorded and analysed.

Specification of Consolidation Apparatus:

The basic costume includes the following items. A loading unit with a maximum capacity of 20 kg/cm sq. and a loading yoke attached to a lever arm with a counter-balancing adjustment and a lever ratio of 1:1 is placed on a strong steel frame platform. The loading unit, which was built expressly for this purpose, can handle consolidation cubicles of varied diameters as well as floating ring sort consolidation cells. For testing reasons, a cell is constructed using fixed ring type consolidomenter (Oedometer) provided by Consolidation Apparatus single Gang leading Exporter in Kolkata India.

Consolidation Apparatus has the following components:

A specimen ring that is set in place 60 mm in diameter x 20 mm in thickness, with a guiding ring. The top and bottom of the page porous stones for a specimen measuring 60 mm in diameter. Perforated pressurised pad, channelled base with water entry, and gasket. Included are a pinch cock, a water reservoir with plastic tubing, and a flanged water jacket. The weights in our set are meant to exert a pressure of 10 kg/cm2. sq. on a 60 mm dia specimen and are as follows: 7 0.05 kg/sq.cm, 5 0.1 kg/sq.cm, 6 0.2 kg/sq.cm, 6 0.5 kg/sq.cm, and 5 1.25 kg/cm2.

Consolidation Apparatus (Single Gang)

Our Consolidation Apparatus (single Gang) is a one-dimensional test that, due to its simplicity, is especially useful in the area of soil mechanics. Even when the same methodologies are used, a sample taken from adjacent areas of a single site reveals considerable variances in settlement patterns.