It is suggested that allowable pressure should be selected such that maximum settlement of any individual foundation is 25 mm.

Indian standards (IS: 1888: 1982) recommend that the loading of the plate should invariably be borne either by gravity loading platform or by the reaction truss.

Plate load test is a field test to determine the ultimate bearing capacity of the soil, and the probable settlement under a given loading.

The rate of settlement is defined as the slope or the relative settlement between two points divided by the horizontal distance.

The allowable maximum settlement for warehouse type of structure is 50 mm.

The loading to the test plate may be applied with the help of a hydraulic jack. The reaction of the hydraulic jack may be borne by either any of gravity loading methodor reaction truss method.

The recommendation of American code are based upon that if the maximum total settlement is kept within a reasonable limit, the differential settlement will only be a fraction depending upon the type of structure and pattern of loading.

The effect of settlement upon the structure depends on its magnitude, the length of the time over which it takes place, its magnitude and the nature of the structure itself.

The bearing plate used varies in size from 300 to 750 mm with a chequered or grooved bottom.

The use of reaction truss is more popular now-a-days since this is simple, quick and less clumsy.