Consolidation appartus and its types
consolidation appartus and its types:
consolidation of clay deposit prompts trouble in structures, for example, splits and disappointments. Consolidation is reduction of volume of soil because of ejection of water from its pore space caused by supported stacking. This wonder is time subordinate. The one dimensional consolidation test performed on an undisturbed example of dirt is helpful for understanding the historical backdrop of the dirt store. The test outcomes can be utilized for ascertaining the settlement of structures based on clayey soil.
consolidation test is uni-dimensional test considered critical in soil mechanics. Test taken from contiguous territories of a solitary site indicate differential settlement notwithstanding when tried utilizing same methods. Soil of comparable quality may demonstrate shifting combination. Tests are painstakingly arranged and vertical settlement of the example in soaked or depleted conditions deliberately recorded when known load is connected.
Remarkable Features of consolidation appartus single model:
Particulars : The standard outfit contains the accompanying things. Stacking unit, most extreme limit 20 kg/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 measurements and in addition diverse dia skimming ring compose union cells. Settled ring compose consolidomenter (Odeometer) cell get together to test 60 mm dia x 20 mm thick example including: Fixed ring for examples 60 mm dia x 20 mm thick with direct ring. Best and Bottom Porous stones for 60 mm dia example. Punctured Pressure cushion, Chanelled base with water bay and Gasket. Flanged Water Jacket, water store with plastic tube and squeeze chicken. Set of weights to give a weight of 10 kg/cm.sq. on 60 mm dia example, containing: 7 Nos. 0.05 kg/sq.cm, 5 Nos. 0.1 kg/sq.cm., 6 Nos. 0.2 kg/sq.cm., 6 Nos. 0.5 kg/sq.cm., and 5 Nos. 1.0 kg/sq.cm.
Provided finish as above however without dial check.
Accessories : Dial Gauge 0.002 mm x 10 mm. Expansion piece, 40 mm long. Test frames cushion of 50 for "Censolidation Test Plot" Test shapes cushion of 50 for one Dimensional Consolidation.
Discretionary Accessories :
Changing head stand pipe, 50 cms. long with mm.scale.
Settled ring kind of consolidometer (Odeometer) cell gathering for 50 mm dia x 20 mm thick examples finish with settled ring guide ring, match or permeable stones, punctured weight cushion, directed base, gasket and flanged water coat.
Set of weights to give a weight of 10 kg/sq.cm., on 50 cm. dia examples.
Settled ring sort of consolidometer (Odeometer) cell get together for 70 mm dia x 20 mm thick examples, finish with extras as above.
Set of weights to give a weight of 10 kg/sq.cm., on 70 cm. dia examples.
Settled ring kind of consolidometer (Odeometer) cell gathering for 100 mm dia x 25 mm thick examples, finish with embellishments as above.
Set of weights to give a weight of 10 kg/sq.cm., on 100 mm. dia examples.
SINGLE GANG
THREE GANG
consolidation Apparatus - Three Gang Model (Odeometer):
consolidation Apparatus 3 Gang particulars:
consolidation instrument 3 Gang model comprises of: Loading Unit top on single case : 3 Nos solidification Cell Assembly comprises of v Fixed Ring with manage Ring : 3 nos Top Porous Stone : 3 Nos Bottom Porous Stone : 3 Nos Pressure cushion : 3 Nos Channeled base with water gulf : 3 Nos Gasket : 3 Nos Water coat : 3 Nos Set of weights 7 x 0.05 kg/cm 2,5 x 0.1 kg/cm 2, 6 x 0.2 kg/cm 2,6 x 0.5 kg/cm 2, 5 x 1.0 kg/cm 2 : 3 set Water repository with plastic tube,T-Connection and squeeze rooster : 3 No Dial Gauge . 5 mm travel x 0.002 mm slightest check : 3 Nos
consolidation of clay deposit prompts trouble in structures, for example, splits and disappointments. Consolidation is reduction of volume of soil because of ejection of water from its pore space caused by supported stacking. This wonder is time subordinate. The one dimensional consolidation test performed on an undisturbed example of dirt is helpful for understanding the historical backdrop of the dirt store. The test outcomes can be utilized for ascertaining the settlement of structures based on clayey soil.
consolidation test is uni-dimensional test considered critical in soil mechanics. Test taken from contiguous territories of a solitary site indicate differential settlement notwithstanding when tried utilizing same methods. Soil of comparable quality may demonstrate shifting combination. Tests are painstakingly arranged and vertical settlement of the example in soaked or depleted conditions deliberately recorded when known load is connected.
Remarkable Features of consolidation appartus single model:
Particulars : The standard outfit contains the accompanying things. Stacking unit, most extreme limit 20 kg/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 measurements and in addition diverse dia skimming ring compose union cells. Settled ring compose consolidomenter (Odeometer) cell get together to test 60 mm dia x 20 mm thick example including: Fixed ring for examples 60 mm dia x 20 mm thick with direct ring. Best and Bottom Porous stones for 60 mm dia example. Punctured Pressure cushion, Chanelled base with water bay and Gasket. Flanged Water Jacket, water store with plastic tube and squeeze chicken. Set of weights to give a weight of 10 kg/cm.sq. on 60 mm dia example, containing: 7 Nos. 0.05 kg/sq.cm, 5 Nos. 0.1 kg/sq.cm., 6 Nos. 0.2 kg/sq.cm., 6 Nos. 0.5 kg/sq.cm., and 5 Nos. 1.0 kg/sq.cm.
Provided finish as above however without dial check.
Accessories : Dial Gauge 0.002 mm x 10 mm. Expansion piece, 40 mm long. Test frames cushion of 50 for "Censolidation Test Plot" Test shapes cushion of 50 for one Dimensional Consolidation.
Discretionary Accessories :
Changing head stand pipe, 50 cms. long with mm.scale.
Settled ring kind of consolidometer (Odeometer) cell gathering for 50 mm dia x 20 mm thick examples finish with settled ring guide ring, match or permeable stones, punctured weight cushion, directed base, gasket and flanged water coat.
Set of weights to give a weight of 10 kg/sq.cm., on 50 cm. dia examples.
Settled ring sort of consolidometer (Odeometer) cell get together for 70 mm dia x 20 mm thick examples, finish with extras as above.
Set of weights to give a weight of 10 kg/sq.cm., on 70 cm. dia examples.
Settled ring kind of consolidometer (Odeometer) cell gathering for 100 mm dia x 25 mm thick examples, finish with embellishments as above.
Set of weights to give a weight of 10 kg/sq.cm., on 100 mm. dia examples.
SINGLE GANG
THREE GANG
consolidation Apparatus - Three Gang Model (Odeometer):
consolidation Apparatus 3 Gang particulars:
consolidation instrument 3 Gang model comprises of: Loading Unit top on single case : 3 Nos solidification Cell Assembly comprises of v Fixed Ring with manage Ring : 3 nos Top Porous Stone : 3 Nos Bottom Porous Stone : 3 Nos Pressure cushion : 3 Nos Channeled base with water gulf : 3 Nos Gasket : 3 Nos Water coat : 3 Nos Set of weights 7 x 0.05 kg/cm 2,5 x 0.1 kg/cm 2, 6 x 0.2 kg/cm 2,6 x 0.5 kg/cm 2, 5 x 1.0 kg/cm 2 : 3 set Water repository with plastic tube,T-Connection and squeeze rooster : 3 No Dial Gauge . 5 mm travel x 0.002 mm slightest check : 3 Nos
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