Sieve 3/8 inch 4 10 40 100 200 mydrometer d (mm) 9.52 4.75 2 0.425 0.15 0.075 0.04 0.01 0.005 0.002 <0.002 Total Mass Cumulative Retained 45.63 143.21 87 67 43 21.63 Mass 45.63 188.84 275.84 342.84 385.84 407.47 410.47 410.47 410.47 410.47 410.47 Soil 1 Pct Pass 88.88 53.99 32.80 16.48 6.00 0.73 0.00 0.00 0.00 0.00 0.00 3 0 0 0 0 410.47 g . Plot the grain size distributions of Soils 1, 2, and 3 above in Excel. Soil 2 Pct Pass 100 100 99 93 84 72 51 31 21 15 Soil 3 Pct Pass 100 96 88 37 18 7 2 0 0 0 . Determine Cu and Cc for Soils 1 and 3 in problem 1. Determine whether they are poorly graded or vell graded. O. If the definition of a fine grained soil is a soil that has at least 50% passing the # 200 sieve, are any f these soils a fine graded soil? If so, which one(s)?

Sieve 3/8 inch 4 10 40 100 200 mydrometer d (mm) 9.52 4.75 2 0.425 0.15 0.075 0.04 0.01 0.005 0.002 <0.002 Total Mass Cumulative Retained 45.63 143.21 87 67 43 21.63 Mass 45.63 188.84 275.84 342.84 385.84 407.47 410.47 410.47 410.47 410.47 410.47 Soil 1 Pct Pass 88.88 53.99 32.80 16.48 6.00 0.73 0.00 0.00 0.00 0.00 0.00 3 0 0 0 0 410.47 g . Plot the grain size distributions of Soils 1, 2, and 3 above in Excel. Soil 2 Pct Pass 100 100 99 93 84 72 51 31 21 15 Soil 3 Pct Pass 100 96 88 37 18 7 2 0 0 0 . Determine Cu and Cc for Soils 1 and 3 in problem 1. Determine whether they are poorly graded or vell graded. O. If the definition of a fine grained soil is a soil that has at least 50% passing the # 200 sieve, are any f these soils a fine graded soil? If so, which one(s)?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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