The following are the results of a sieve analysis.a. Determine the percent finer than each sieve and plot a grain-size distributioncurve.b. Determine D10, D30, and D60 from the grain-size distribution curve.c. Calculate the uniformity coefficient, Cu.d. Calculate the coefficient of gradation, Cc. The following are the results of a sieve analysis:Mass of soilU.S. sieve no.retained (g)41044205640826051801061009220085Pan35a. Determine the percent finer than each sieve and plot a grain-size distributioncurve.b. Determine D10, D30, and D60 from the grain-size distribution curve.c. Calculate the uniformity coefficient, C,.d. Calculate the coefficient of gradation, C.

Given data:- U.S Seive no. mass of soil retained (g) 4 10 20 40 60 80 100 200 pan 0 44 56…

Answered: Determine the percent finer than each…

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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The following are the results of a sieve analysis.
a. Determine the percent finer than each sieve and plot a grain-size distribution
curve.
b. Determine D10, D30, and D60 from the grain-size distribution curve.
c. Calculate the uniformity coefficient, Cu.
d. Calculate the coefficient of gradation, Cc.

The following are the results of a sieve analysis:
Mass of soil
U.S. sieve no.
retained (g)
4
10
44
20
56
40
82
60
51
80
106
100
92
200
85
Pan
35
a. Determine the percent finer than each sieve and plot a grain-size distribution
curve.
b. Determine D10, D30, and D60 from the grain-size distribution curve.
c. Calculate the uniformity coefficient, C,.
d. Calculate the coefficient of gradation, C.

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