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Problem 3: Fill the missing data in the sieve analysis test calculation (show calculation 10 points Sieve+ Weight Percent Percent Percent Sieve Size Sieve & No. Wight (g) aggregate (g retained (g) retained coarser finer than 93.17 71.76 than (%) 28.24 | СОТ 617 287 926.83 6.83 780 760 750 760 720 350 1660 2100 1990 1085 421 Total weight- 900 3/8 #4 #8 Pan 89.63 98.31 100 10.37 1.69 0.00 29.26 45 8.68 1230 365 71 1.69
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K - Lateral earth pressure coefficient (1 to 3) -68.92 kN 8 Angle of friction between pile and the 10. Group Piles: Load capacity of a pile not necessarily equal to the sum soil. (= φ as per Indian Standards). ieVeND heve f | | (067 | 284 | 6.83 | 6.83 | q314 1660 | qto | Q1.ul | 28.24 |刊.76 ヲ60 3 (230 24.261.63 o.3a | logs | S65. 18 68 | 98.31 | 1.69 8.6 4831 6 #7 | 720 to D o O O

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