foundation engineering
solve
assume any value don't find
Extracted text: Circular foundation diameter B = 2m G.S. 1.0m Sand I = 150 kN/m² 0.5m W.T. Sand 0.5m Ysat Normally consolidated clay 5.0m For the footing and soil profile shown in fig. above find 1- Depth of B.H 2- Bearing capacity for the soil under the footing 3- Immediate settlement for the soil under footing 4- Find the time required for 100% degree of consolidation Note: assume any necessary information