Calculate the ere compressive stress on a soil pat at the
Assume that equations developed for height of capillary the constant-diameter tubes can be applied. Calculate the ere compressive stress on a soil pat at the shrinkage limit where the avenge diameter of the surface poem is 0.001 mm.
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during a shrinkage limit test on a silty clay the volume of the dry soil pat was found to be 1076 anamp39 and its dry
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assume that equations developed for height of capillary the constant-diameter tubes can be applied calculate the ere
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