IS 12287

: 1988

consolidometer for determination of consolidation properties

CurrentFrequently UsedSpecificationGeotechnical · Soil and Foundation Engineering
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This standard specifies the requirements for the apparatus, known as a consolidometer or oedometer, used for determining the consolidation properties of soil. It covers the material, dimensions, and construction of components like the consolidation ring, porous stones, and the loading device to ensure accurate and repeatable soil testing.

consolidometer for determination of consolidation properties

Quick Reference Values
Standard internal diameter of consolidation ring60 mm
Standard height of consolidation ring20 mm
Standard thickness of porous stones12 mm
Minimum loading capacity of apparatus10 kg/cm²
Minimum permeability of porous stones10 times the permeability of the soil being tested
Dial gauge least count0.002 mm
Practical Notes
Ensure porous stones are fully saturated before starting the test to prevent air from being trapped in the specimen.
The cutting edge of the consolidation ring must be kept sharp to minimize sample disturbance during trimming.
Regular calibration of the loading device and dial gauge is crucial for accurate results.