There are four soil samples used for a laboratory research study. After performing the sieve analysis and hydrometer analysis, the results are plotted and tabulated (as shown in the following slides). Please refer to the Grain Size Distribution Graph and Table to answer the problems below (show your solution). a. Determine the D60, D30, and D10 for Soils 1, 2, 3 and 4. b. Determine the coefficient of uniformity for Soils 1, 2, 3 and 4. C. Determine the coefficient of gradation for Soils 1, 2, 3 and 4. d. Determine the percentage of gravels, sands, and fines according to Unified Soil Classification System for Soils 1, 2, 3, and 4. e. Which one is coarser: Soil 1 or Soil 2? Justify your answer.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.14P
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PROBLEM No. 1 - Graph
SIEVE OPENING IN INCHES
1/2" 1-1/2" 1" 3/4"
U.S.STANDARD SIEVE NUMBERS
HYDROMETER
3/8"
4.
8 10
20
40
60
140
200
0%
100.0%
10%
90.0%
Soil 2
Soil 4
80.0%
20%
70.0%
30%
Soil 1
Soil 3
60.0%
40%
50.0%
50%
60%
40.0%
70%
30.0%
80%
20.0%
90%
10.0%
0.0%
100.00
100%
0.00
10.00
1.00
0. 10
0.01
GRAIN SIZE IN MILLIMETERS
Hint: For D60, D30, and D10
Use interpolation of values from the given table for accurate results.
(Write at least 1 decimal pt. for Soils 1 and 2; at least 2 decimal pts. for Soil 3; at least 4 decimal pts. for Soil 4).
O COLLEGE OF ENGINEERING AND DESIGN
DEPARTMENT OF CIVIL ENGINEERING
OSILLIMAN UNIVERSITY
Lecturer: Dr. Christine Langcuyan-Berquist, R.CE, M.Eng, D.Eng
Long Quiz No. 02: CE 36 - Geotechnical Engineering | 17 March 2022, Thursday
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Transcribed Image Text:4 / 12 +| 回の 100% PROBLEM No. 1 - Graph SIEVE OPENING IN INCHES 1/2" 1-1/2" 1" 3/4" U.S.STANDARD SIEVE NUMBERS HYDROMETER 3/8" 4. 8 10 20 40 60 140 200 0% 100.0% 10% 90.0% Soil 2 Soil 4 80.0% 20% 70.0% 30% Soil 1 Soil 3 60.0% 40% 50.0% 50% 60% 40.0% 70% 30.0% 80% 20.0% 90% 10.0% 0.0% 100.00 100% 0.00 10.00 1.00 0. 10 0.01 GRAIN SIZE IN MILLIMETERS Hint: For D60, D30, and D10 Use interpolation of values from the given table for accurate results. (Write at least 1 decimal pt. for Soils 1 and 2; at least 2 decimal pts. for Soil 3; at least 4 decimal pts. for Soil 4). O COLLEGE OF ENGINEERING AND DESIGN DEPARTMENT OF CIVIL ENGINEERING OSILLIMAN UNIVERSITY Lecturer: Dr. Christine Langcuyan-Berquist, R.CE, M.Eng, D.Eng Long Quiz No. 02: CE 36 - Geotechnical Engineering | 17 March 2022, Thursday MacBook Pro 30 888 000 & 8 9 %3D 4 5 6 } R Y P F G H J K V N PERCENT FINER BY WEIGHT L. PERCENT COARSER BY WEIGHT
There are four soil samples used for a laboratory research study. After
performing the sieve analysis and hydrometer analysis, the results are
plotted and tabulated (as shown in the following slides). Please refer to
the Grain Size Distribution Graph and Table to answer the problems below
(show your solution).
a. Determine the D60, D30, and D10 for Soils 1, 2, 3 and 4.
b. Determine the coefficient of uniformity for Soils 1, 2, 3 and 4.
c. Determine the coefficient of gradation for Soils 1, 2, 3 and 4.
d. Determine the percentage of gravels, sands, and fines according to
Unified Soil Classification System for Soils 1, 2, 3, and 4.
e. Which one is coarser: Soil 1 or Soil 2? Justify your answer.
A SILLIMAN UNIVERSITY & COLLEGE OF ENGINEERING AND DESIGN
DEPARTMENT OF CIVIL ENGINEERING
Lecturer: Dr. Christine Langcuyan-Berquist, R.CE, M.Eng, D.Eng
Long Quiz No. 02: CE 36 - Geotechnical Engineering I 17 March 2022, Thursday
MacBook Pro
%
&
5
6
9.
%3D
T
Y
P
11
G
J
K
M
* C0
Transcribed Image Text:There are four soil samples used for a laboratory research study. After performing the sieve analysis and hydrometer analysis, the results are plotted and tabulated (as shown in the following slides). Please refer to the Grain Size Distribution Graph and Table to answer the problems below (show your solution). a. Determine the D60, D30, and D10 for Soils 1, 2, 3 and 4. b. Determine the coefficient of uniformity for Soils 1, 2, 3 and 4. c. Determine the coefficient of gradation for Soils 1, 2, 3 and 4. d. Determine the percentage of gravels, sands, and fines according to Unified Soil Classification System for Soils 1, 2, 3, and 4. e. Which one is coarser: Soil 1 or Soil 2? Justify your answer. A SILLIMAN UNIVERSITY & COLLEGE OF ENGINEERING AND DESIGN DEPARTMENT OF CIVIL ENGINEERING Lecturer: Dr. Christine Langcuyan-Berquist, R.CE, M.Eng, D.Eng Long Quiz No. 02: CE 36 - Geotechnical Engineering I 17 March 2022, Thursday MacBook Pro % & 5 6 9. %3D T Y P 11 G J K M * C0
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