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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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Answer Posted / goush
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In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
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