10 7 A 15 M X 20 M Mat Foundation Shown In Figure P10 7 Car Ries A Building Load Of 36 Mn And Is Placed At 3 0 M Depth 1 (24.89 KiB) Viewed 39 times
10 7 A 15 M X 20 M Mat Foundation Shown In Figure P10 7 Car Ries A Building Load Of 36 Mn And Is Placed At 3 0 M Depth 2 (30.63 KiB) Viewed 39 times
10.7 A 15 m X 20 m mat foundation shown in Figure P10.7 car- ries a building load of 36 MN and is placed at 3.0 m depth below the ground level. For the clay layer, the consolidation tests show that the preconsolidation pressure at the middle of the clay layer is 210 kN/m2. a. Find the net applied pressure on the underlying ground. 10.1
en b. Is the clay overconsolidated? c. What would be the consolidation settlement beneath the center of the mat? Q 3 m е S 6 m Sand y = 16.5 kN/m3 Ysat 5 m Clay 19.0 kN/m e = 0.82 Cc = 0.35 and C = 0.06
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