CONSOLIDATION APPARATUS.

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CONSOLIDATION APPARATUS.

As Per IS 2720 (Part - XV) - 1965 & IS 12287 - 1988.

Consolidation test is unidimentional test considered extremely important in soil mechanics. Sample taken from adjacent areas of a single site show differential settlement even when tested using same techniques. Soil of similar strength may show varying consolidation. Samples are very carefully prepared and vertical settlement of the specimen in saturated or carefully recorded when known load is applied.
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CONSOLIDATION APPARATUS. SINGLE CELL.
  • Order Code: AIC-CSL-01C.
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The Standard Outfit comprises the followings.:

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CONSOLIDATION LOADING UNIT.
  • Order Code: AIC-CSL-LU20.
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Having maximum capacity of 20 kg / cm2. 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 sturdy steel frame stand.

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CONSOLIDOMETER (ODEOMETER) CELL ASSEMBLY. FIXED RING TYPE.
  • Order Code: AIC-CSL-CELL-FRT60.
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For testing 60 mm Dia x 20 mm thick specimen comprising :
Ø Fixed Ring for specimens 60 mm Dia x 20 mm thick guide ring.
Ø Top and Bottom porous stones for 60 mm Dia specimen.
Ø Perforated pressure pad.
Ø Channeled base with water inlet and gasket.
Ø Flanged water jacket, water reservoir with plastic tube and pinch cock.
Ø Set of weights comprising 7 Nos. of 0.05 Kg/cm2, 5 Nos. of 0.1 Kg/cm2, 6 Nos. of 0.2 Kg/cm2,6 Nos. of 0.5 Kg/cm2 & 5 Nos. of 1.0 Kg/cm2 to give pressure of 10 kg/cm2 on 60 mm Dia specimen.
   
  

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CONSOLIDATION APPARATUS. THREE CELL.
  • Order Code: AIC-CSL-03C.
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Consists of 3 consolidation test assemblies mounted on a single frame. Complete with 3 sets of Consolidometer cell assembly for 60 mm Dia specimen and three set of weights each giving 10 kg / cm2 on each sample.

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CONSOLIDATION APPARATUS. SIX CELL.
  • Order Code: AIC-CSL-06C.
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Consists of 6 consolidation test assemblies mounted on a single frame. Complete with 6 sets of Consolidometer cell assembly for 60 mm Dia specimen and Six set of weights each giving 10 kg / cm2 on each sample.