Engineering, 26.01.2020 01:31 jonj75
Anormally consolidated clay stratum of 3m thickness has two permeable layers and its top and bottom. the liquid limit and initial void ratio of the clay are 36% and 0.82 respectively while the initial over burden pressure at the middle of the clay layer is 2kg/sq. cm due to the constraction of new building in pressure increase 1.5kg/sq. cm compute the probable consolidation settlement of the building
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Anormally consolidated clay stratum of 3m thickness has two permeable layers and its top and bottom....
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