Question

X1=3000 X2=7 X3=8 X4=6 X5=3

I: The Stratum of the clay and loading shown in Figure below: Find: 1- Consolidation settlement after 2 years of the construction (Cv=0.3 m-/year). 2- Time factor at consolidation settlement of 90%. 3- Time to reach a 45% consolidation settlement. 4- Draw he, hp, and ht distributions. Weight of tankt water + Weight of the columns =X1 KN Tank Columns Fill yu 17 kN/m (x2*X, *1) m Footing 4" Sandy= 18 kN/m', 9= 25 Clay, y= 19 kN/m', C-70 kN/mº, Ce=0.15, e.-0.8 1.2 Silty Sand, y= 18 kN/m, C-20 kN/m, 33

Answer 1

ur het *UT Sazgre = Sar years - 0.2914 * If 0.2914* ff=0.2914425.10mm 7.1mm Time factor for 90% Settlement log.coo-0%) 6 Tue 1.781-0.923 log, Tre 1.781-0.912 logio Ty = 0,848 Time Taken for 45% Consolidation Tre 0.785*0.45 Tvz Ors At 9 SA [t=4.268 yrs

relate/ New = lokala am 51 90 Narekan Now zloka/m (4m Øers 72 30 yo 59 N = 19 km/h Now 10k a/m (6) + 237 130 log 82 18 kolm 1.2m 142 116.6 258.6 (hp) (ME) (he)