Reminder: Maintain 3 decimal places all throughout the solution. Round off three (3) decimal places in the final amsers. Always indicate the unit of your values. Situation 3.Following are the results of a sieve analysis.Determine:a. Cub. Ccc. SoSieve No.4610204060100200PanDiameter (mm)4.7602.3802.0000.8400.4200.2500.1490.074Soil SampleMass Retained (g)8014068120145194807550

Sieve analysis is a method used for determining the particle size distribution of a coarse grained…

Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40 60 100 200 Pan Diameter (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Soil Sample Mass Retained (g) 80 140 68 120 145 194 80 75 50

Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40 60 100 200 Pan Diameter (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Soil Sample Mass Retained (g) 80 140 68 120 145 194 80 75 50

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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Concept explainers

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

Question

Reminder: Maintain 3 decimal places all throughout the solution. Round off three (3) decimal places in the final amsers. Always indicate the unit of your values.

Situation 3.
Following are the results of a sieve analysis.
Determine:
a. Cu
b. Cc
c. So
Sieve No.
4
6
10
20
40
60
100
200
Pan
Diameter (mm)
4.760
2.380
2.000
0.840
0.420
0.250
0.149
0.074
Soil Sample
Mass Retained (g)
80
140
68
120
145
194
80
75
50

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In the dry sieve analysis of soil the sieves are placed as sequential order one below the other as: 75 mm, 63 mm,37.5 mm,28 mm, 20 mm, 14 mm, 10 mm, 6.3 mm, 4.75mm, 2.36mm, 1.18mm, 600µ, 300µ,150µ,75µ, pan Select one: O True O False
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