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The document contains data from plate bearing tests on two different subgrade soils with densities of 100 kg/m3 and 150 kg/m3. The tests recorded settlement under increasing loads from 0 to 4 tons applied through three individual plate bearings for each soil. Analysis of the data determined the coefficient of subgrade reaction (k) was 4.37 kg/cm2/cm for the 100 kg/m3 soil and an estimated settlement of 6 mm, and 2.6 kg/cm2/cm for the 150 kg/m3 soil with an estimated settlement of 5.9 mm.

Author

Nursan Muksin

Language

EN