Listing ID #3780866
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Contact SupplierProduct Code:Â EKE 125
Standrad:Â Standards IS:2720 (Part 15), IS:12287, BS:1377, ASTM D2435
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The standard outfit comprises of a fixed ring type of consolidometer cell for testing specimens of 60 mm dia x 20 mm thick, but the unit is so designed that specimens of varying sizes from 50 mm dia to 100 mm dia can also be tested. Besides, the same loading unit can be used with floating ring consolidometer cells, which can be supplied at extra cost.
The standard outfit is supplied with a set of weights to give a total pressure of 10 kg/cm² (besides a seating load of 0.05 kg/cm² on the specimen), but an additional set of weights are required to reach the full capacity of 20 kg/cm².
The necessary accessories to perform the permeability test of the 'Varying Head' type can also be provided at extra cost.
Electronic Measurement System
Digital readout reduces the possibility of operator error
Direct reading in mm
Plug-in transducer module system
Facility for connecting readout unit to compatible logging or printing system
Electronic sensing parts are easy to couple with existing ENKAYÂ Models
Electronic measurement of the vertical consolidation of soil specimen, using a displacement transducer connected to a precalibrated readout unit, offers an operator all the advantages of digital display without the errors which can occur when reading conventional dial gauges.
The basic equipment for monitoring a test comprises a readout unit and one transducer module for connection to one consolidation frame. Consolidation is measured by mounting the transducer in the same position as a conventional dial gauge. The movement of the transducer stem acts in exactly the same way as would the dial gauge spindle and is converted into an electrical signal. The signal is then displayed in true engineering units on the readout unit. For three gang unit or six gang unit, 3 or 6 transducer modules are used, but the readout unit is of three or six channel type. The constituents of various models are detailed in the table given on the next page.
Consolidation of clay deposits leads to distress in buildings such as cracks and failures. Consolidation is the reduction of volume of soil due to expulsion of water from its pore space caused by sustained loading
Consolidation Cell Assembly: Complete with Fixed Ring, Guide Ring, Pair of Porous Stones, Perforated Pressure Pad, Chanelled Base, Gasket and Flanged Water Jacket |
EKE 12502 | EKE 12511 | EKE 12512 | EKE12513 |
Set of Weights to give 10 kg/cm² Pressure (Comprising 29 assorted weights) |
EKE 12520 | EKE 12521 | EKE12522 | EKE 12523 |
Floating Ring type Consolidometer: Consolidation Cell Assembly complete with Fixed Ring and Guide Ring, Pair of Porous Stones, Pressure Pad and Cutting Collar |
EKE 12530 | EKE 12531 | EKE 12532 | EKE 12533 |
Set of Weights to give 10 kg/cm² Pressure (Comprising 10 weights of 1.0 kg/cm ² ) |
EKE 12540 | EKE 12541 | EKE 12542 | EKE 12543 |
Varying Head Stand Pipe 50 cm long with mm scale |
EKE 12550 | EKE 12550 | EKE 12550 | EKE 12550 |
Water Trough | EKE 12560 | EKE 12560 | EKE 12560 | EKE 12560 |
Specimen Cutting Ring | EKE 12570 | EKE 12571 | EKE 12572 | EKE 12573 |