Please help me complete both. The graph is just an example Coarse-grainedFine-grainedSandGravelClay100SiltMedium Coarsel Fine40FineCoarseUSCS Classification$200#10$4 38 3/4"9080% Gravel (total):7060% Sand (total):5040% Fines (Silt +Clay):302010D10:D30:D6o:0.4252.0 4.7519.0100.0750.0010.010.1100Particle size (mm) – logarithmic scaleCu:Cc:Figure 21eaha Winy Sons in. Aighe resvedUSCS:% Finer Elapsed TimeHs DivisionsHc Divisions TempCorrected Reading = Hs - HcLKParticle DiameterPercent Passing%3D144125439.10.013270.0400378%225436253510.40.021464%833253210.90.0154958%1630252911.40.011253%3027252611.90.0083647%602525025 A144025

Particle diameter % Passing 0.04003 78 0.0214 64 0.01549 58 0.0112 53 0.00836 47 Draw…

Answered: USCS Classification % Gravel (total): %…

Engineering

Civil Engineering

USCS Classification % Gravel (total): % Sand (total): % Fines (Silt +Clay): D10: Cu: USCS: D30: Cc: D60:

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

Please help me complete both. The graph is just an example

Coarse-grained
Fine-grained
Sand
Gravel
Clay
100
Silt
Medium Coarsel Fine
40
Fine
Coarse
USCS Classification
$200
#10
$4 38 3/4"
90
80
% Gravel (total):
70
60
% Sand (total):
50
40
% Fines (Silt +Clay):
30
20
10
D10:
D30:
D6o:
0.425
2.0 4.75
19.0
10
0.075
0.001
0.01
0.1
100
Particle size (mm) – logarithmic scale
Cu:
Cc:
Figure 21
eaha Winy Sons in. Aighe resved
USCS:
% Finer

Elapsed Time
Hs Divisions
Hc Divisions Temp
Corrected Reading = Hs - Hc
L
K
Particle Diameter
Percent Passing
%3D
1
44
1
25
43
9.1
0.01327
0.04003
78%
2
25
4
36
25
35
10.4
0.0214
64%
8
33
25
32
10.9
0.01549
58%
16
30
25
29
11.4
0.0112
53%
30
27
25
26
11.9
0.00836
47%
60
25
250
25 A
1440
25

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