Plate Bearing Test Apparatus

Price 800.0 INR/ Unit

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MOQ : 1 Unit

Operate Method
Incremental Loading: Load is applied via the jack in increments; settlement is recorded after a fixed time interval or when the rate of settlement stabilizes

Feature
Applies controlled, incremental static load to the ground and measures the immediate and progressive settlement

Usage
Verifying soil assumptions for shallow foundations, designing rigid and flexible pavements

Core Components
Reaction Frame (Loading Truss), Hydraulic Jack with hand pump, Load Plates (various diameters), Dial Gauges (for settlement), Reference Beam

Equipment Materials
Materials Heavy-duty Steel Frame/Reaction Truss, Mild Steel (Load Plates), Hydraulic Jack, Reference Beam

Type
Plate Bearing Test Apparatus / Bearing Capacity Tester / Subgrade Reaction Modulus Tester

Display Type
Pressure Gauge (for Hydraulic Jack) and Dial Gauges (for settlement measurement)

Plate Bearing Test Apparatus

We are engaged in manufacturing and supplying Plate Bearing Test Apparatus, which is used for estimating the bearing capacity of shallow foundations in situ and for the design of flexible pavement. This test is a standard technique fro determining bearing capacity of soils and is used in agriculture, defense, education, geophysical/ seismology, irrigation and mining industry.
Dynamic Cone Penetrometer (DCP) It is used for rapid in-situ measurement of the structural properties of existing road pavement constructed with unbound materials.
The unit incorporates an 8 Kg weight having a drop of 575 mm, fitted to end of the shaft is a 20 mm diameter cone.
With the standard DCP measurements can be made down to a depth of approximately 850 mm.
Reading are taken after a set number of blows, changing the number according to the strength of layer being penetrated.
For good granular bases,readings every 5-10 blows are satisfactory, but for weaker sub-base layers and sub grades, readings every 1-2 blows may be appropriate.
The DCP requires Three operators, one to hold the instrument in a vertical position, one to raise the hammer and let it fall and one to record the results.
A typical test takes only a few minutes, providing a very efficient method of obtaining information, which would otherwise require the excavation of test pits.
Where pavement layers have different strengths, boundaries can be identified and layer thickness determined.
Supplied complete in a nice Wooden Carrying Case.