thanks Ron, i agree with you ... let me ask about unsaturated soil, to calculate bearing capacity we assume the soil is saturated and this i critical case, why unsaturated soil classified as problematic soil, thanks
there is many type of soil classified as problematic soil like Lateritic soils Unsaturated soils, can you give me the resone to classified as problematic soil and the properties of this soil and how we can test and estimate the parameters the effect on soil and classified as problematic soil
Dear all
if we compact a soil, and we neet to test this soil , we found that the degree of compaction in sample at depth 10 cm is higher then at surface
i need to know why, and i need a paper explain that
thanks