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How to evaluate the elastic modulus of soil from the plate
load test result? for example ..one of test results are
here
Max. settement =4.56mm(at 900kPa)
Residual settlement = 4.02mm
Maximum pressure on soil 900kpa
Soil bearing capacity 300kpa
Plate diameter=300mm
Thickness =25mm
Soil description =Grey, clayey silty SAND with gravels and
rock fragments
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