B=3 , L= 4 please close this question i don’t know how it is submitted two times ,Thank you
please show step by step (also show how to find the vertical stress increase) 18 A new petroleum storage tank is proposed at an oil refinery to be supported by a 20-meter diameter slab foundation at the ground surface. The structure will produce a uniform load of 110 kN/m2 on the entire slab foundation. A subsurface investigation has revealed the shown soil profile. A series of laboratory tests on representative samples obtained from the clay stratum has resulted in the...
Please, show step by step and clearly. problem 9.17, (Use 3 equally divided sub-layers for the 15 m clay layer). thanks please, resolve question 9.17 (Use 3 equally divided sub-layers for the 15 m clay layer) 9.16 The soil profile and the loading condition are given in the followin n) figure. Total new footing stress including the foundation at z 2 is 400 kN/m2. The soil profile has a rather thick clay layer (15 so that the layer should be...
in part b, how is h=4 l = 10 b=8 and d=4 ?? Question Nine: For the flexible loaded area (5 mx 7 m) shown below.calculate: (a) The average consolidation settlement beneath the footing given that the load spreads evenly through the clay at a 2:1 ratio. For your calculations, divide the appropriate layer into two equal sub-layers. (b) The average immediate settlement beneath the footing given that the load spreads evenly through the day at a 2:1 ratio. 4800...