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From the results of sieve analysis and the grain size curves for soil 1 and siol 2 A. Compute the value of uiformity coefficient Cu. B. Classify Soil No.1 using USCS method C. Classify Soil No.2 using USCS method                 SIEVE ANALYSIS SIEVE NUMBER DIAMETER mm. PERCENT PASSNG %                                                   SOIL 1     SOIL 2 4 4.760    100      90 8 2.380     99      64 10 2.000     98      58 20 0.850     92      35 40 0.425     70      22 60 0.250     46      15 100 0.150     25      10 200 0.074      0       4

From the results of sieve analysis and the grain size curves for soil 1 and siol 2 A. Compute the value of uiformity coefficient Cu. B. Classify Soil No.1 using USCS method C. Classify Soil No.2 using USCS method                 SIEVE ANALYSIS SIEVE NUMBER DIAMETER mm. PERCENT PASSNG %                                                   SOIL 1     SOIL 2 4 4.760    100      90 8 2.380     99      64 10 2.000     98      58 20 0.850     92      35 40 0.425     70      22 60 0.250     46      15 100 0.150     25      10 200 0.074      0       4

Structural Analysis
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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From the results of sieve analysis and the grain size curves for soil 1 and siol 2

A. Compute the value of uiformity coefficient Cu.

B. Classify Soil No.1 using USCS method

C. Classify Soil No.2 using USCS method

                SIEVE ANALYSIS
SIEVE NUMBER DIAMETER mm.

PERCENT PASSNG

%
                                                  SOIL 1     SOIL 2
4 4.760    100      90
8 2.380     99      64
10 2.000     98      58
20 0.850     92      35
40 0.425     70      22
60 0.250     46      15
100 0.150     25      10
200 0.074      0       4

 

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