CE Board HGE Problem 27.1 (Hydraulics and Geotechnical Engineering) - CE April 2023 from www xxx po vi Watch Video

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a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>a. Evaluate the effective pressure, in kPa, before lowering of the water table<br/>-<br/>paki pindot po sa \

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