This document contains the results of several soil particle size analysis tests conducted by Zul Anwar. It includes tables showing the distribution of particle sizes for different soil samples based on various standard sieve analysis methods. It also contains calculations of uniformity and gradation coefficients for some of the samples. Soil classification results are presented according to the Unified Soil Classification System, AASHTO, and MIT systems for various samples.
RealtyMinister is considered as India No.1 and trustworthy property real estate portal provides authentic information about real estate builders, provide help in buying, selling residential and commercial property.
RealtyMinister is considered as India No.1 and trustworthy property real estate portal provides authentic information about real estate builders, provide help in buying, selling residential and commercial property.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF THE SELF-COMPACTING CONCRETE WITH ...IAEME Publication
This Research studies, In recent years, Self-compacting concrete (SCC) can be considered as a concrete which has little resistance to flow so that it can be placed and compacted under its own weight with little or no vibration effort, yet possesses enough viscosity to be handled without segregation or bleeding. Several tests such as slump flow, V-funnel, L-box has carried out to determine optimum parameters for the self-compatibility of mixtures. In this article SCC plain and
SCC hybrid fibres has compared. The current study includes a practical program considers the effect of adding Nylon e-300 fibre and Nylon tuff fibre to structural behavior of self-compacting concrete such as compressive strength and flexural strength behavior represent by mix proportion-strength
curves.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF THE SELF-COMPACTING CONCRETE WITH ...IAEME Publication
This Research studies, In recent years, Self-compacting concrete (SCC) can be considered as a concrete which has little resistance to flow so that it can be placed and compacted under its own weight with little or no vibration effort, yet possesses enough viscosity to be handled without segregation or bleeding. Several tests such as slump flow, V-funnel, L-box has carried out to determine optimum parameters for the self-compatibility of mixtures. In this article SCC plain and
SCC hybrid fibres has compared. The current study includes a practical program considers the effect of adding Nylon e-300 fibre and Nylon tuff fibre to structural behavior of self-compacting concrete such as compressive strength and flexural strength behavior represent by mix proportion-strength
curves.
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF THE SELF-COMPACTING CONCRETE WITH ...
Mektan 4
1. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 1
SOAL 1
No Massa Tanah % Tanah
Ayakan Diameter Tertahan Tertahan % Tanah Lolos
Pada Tiap
USA ayakan Pada Tiap Ayakan Ayakan Pada Tiap Ayakan
(mm) (gr) (gr) (gr)
.(1) .(2) .(3) .(4) .(5)
4 4.75 0 0 100
10 2 21.6 4.8 95.2
20 0.85 49.5 11 84.2
40 0.425 102.6 22.8 61.4
60 0.25 89.1 19.8 41.6
100 0.15 95.6 21.24 20.36
200 0.075 60.4 13.42 6.93
pan 31.2 6.93 0
Total 450
DISTRIBUSI BUTIRAN
%Lolos
100
90
80
70
D
60 60
50
40
D
30 30
20
D
10 10
0
0.01 0.09 0.1 0.19 0.4 1 10
Diameter Butiran (mm)
Dia
(mm) Cu Cc
D10 0.09 4.4 1.00
D30 0.19
D60 0.4
2. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 2
SOAL 2
Diketahui : D10 = 0.1 mm
D30 = 0.41 mm
D60 = 0.62 mm
Ditanya : Koefisien Keseragaman (CU) dan Koefisien Gradasi (CC)
Jawab:
D
C = 60 = 0.62 = 6.2
U
D
10 0.1
(D )
2
C (0.41) 2
30
C
=
D xD
=
= 2.711
60 10 0.62x0.1
SOAL 3
Diketahui : D10 = 0.082 mm
D30 = 0.29 mm
D60 = 0.51 mm
Ditanya : Koefisien Keseragaman (CU) dan Koefisien Gradasi (CC)
Jawab:
CU=
D
60=
0.51
=6.222
D100.082
CC=
(D )
2
(0.29) 2
= 2.01130
=
D xD
60 10
0.51x0.82
3. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 3
SOAL 4
No Massa Tanah % Tanah
Ayakan Diameter Tertahan Tertahan % Tanah Lolos
Pada Tiap
USA ayakan Pada Tiap Ayakan Ayakan Pada Tiap Ayakan
(mm) (gr) (gr) (gr)
.(1) .(2) .(3) .(4) .(5)
4 4.75 0 0 100
6 3.35 30 6 94
10 2 48.7 9.74 84.26
20 0.85 127.3 25.46 58.8
40 0.425 96.8 19.36 39.44
60 0.25 76.6 15.32 24.12
100 0.15 55.2 11.04 13.08
200 0.075 43.4 8.68 4.40
pan 22 4.40 0.00
Total 500
DISTRIBUSI BUTIRAN
%Lolos
D
60
D
30
D
10
0.01
100
90
80
70
60
50
40
30
20
10
0.31 0 0.95
0.1
0.125
1 10
Diameter Butiran (mm)
Dia
(mm) Cu Cc
D10 0.125 7.6 0.81
D30 0.31
D60 0.95
4. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 4
3
5. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 5
SOAL 5
No Massa Tanah % Tanah
Ayakan Diameter Tertahan Tertahan % Tanah Lolos
Pada Tiap
USA ayakan Pada Tiap Ayakan Ayakan Pada Tiap Ayakan
(mm) (gr) (gr) (gr)
.(1) .(2) .(3) .(4) .(5)
4 4.75 0 0 100
6 3.35 0 0 100
10 2 0 0 100
20 0.85 9.1 1.82 98.18
40 0.425 249.4 49.88 48.3
60 0.25 179.8 35.96 12.34
100 0.15 22.7 4.54 7.80
200 0.075 15.5 3.10 4.70
pan 23.5 4.70 0.00
Total 500
DISTRIBUSI BUTIRAN
100
90
80
70
D
%Lolos
60
D
60
50
40
30 30
20
D
10 10
0.185 0.325 0.5 0
0.01 0.1 1 10
Diameter Butiran (mm)
Dia
(mm) Cu Cc
D10 0.185 2.7 1.14
D30 0.325
D60 0.5
6. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 6
4
7. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 7
SOAL 6
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 0.425 92.1
60 0.25 85.8
0.15 77.3
200 0.075 62
0.04 50.80
0.02 41.00
0.01 34.30
0.006 29.00
0.002 23.00
DISTRIBUSI UKURAN BUTIRAN SISTEM
MIT
%Lolos
100 0.002 0.06 2
90
80
70
60
50 58%
40
30
20 23%
10
0 Ukuran Butiran (mm)
0.001 0.01 0.1 1 10
Clay Lanau (Silt ) Pasir (Sand) Kerikil(Gravel )
Persentase Butiran
Menurut Sistem MIT
Jenis Tanah %
Gravel 0
Sand 42
Silt 35
Clay 23
Total 100
8. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 8
5
9. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 9
SOAL 7
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 0.425 92.1
60 0.25 85.8
0.15 77.3
200 0.075 62
0.04 50.80
0.02 41.00
0.01 34.30
0.006 29.00
0.002 23.00
DISTRIBUSI UKURAN BUTIRAN SISTEM USDA
100 0.00 0.05 2
90
80
70
Lolos
60
50 55
%
40
30
20
10 23
0
0.001 0.01 0.1 1Ukuran Butiran (mm) 10
Clay Lanau (Silt ) Pasir Kerikil(Gravel )
Persentase Butiran
Menurut Sistem USDA
Jenis Tanah %
Gravel 0
Sand 45
Silt 32
Clay 23
Total 100
10. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 10
6
11. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 11
SOAL 8
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 92.10.425
60 85.80.25
77.30.15
200 620.075
50.800.04
41.000.02
34.300.01
29.000.006
23.000.002
DISTRIBUSI UKURAN BUTIRAN SISTEM AASTHO
100
0.00 0.07 2
90
80
70
L
o
l
o
s
60 62%
50
%
40
30
20
23%
10
0 Ukuran Butiran (mm)
0.001 0.01 0.1 1 10
Clay Lanau (Silt ) Pasir (Sand) Kerikil(Gravel )
Persentase Butiran
Menurut Sistem
AASTHO
Jenis Tanah %
Gravel 0
Sand 38
Silt 39
Clay 23
Total 100
12. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 12
7
13. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 13
SOAL 9
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 0.425 100
60 0.25 94.1
0.15 79.3
200 0.075 34.1
0.04 28.00
0.02 25.20
0.01 21.80
0.006 18.90
0.002 14.00
%Lolos
DISTRIBUSI UKURAN BUTIRAN SISTEM
MIT
100 0.002 0.06 2
90
80
70
60
50
40
30 32%
20
10 14%
0 Ukuran Butiran (mm)
0.001 0.01 0.1 1 10
Clay Lanau (Silt ) Pasir (Sand) Kerikil(Gravel )
Persentase Butiran
Menurut Sistem MIT
Jenis Tanah %
Gravel 0
Sand 68
Silt 18
Clay 14
Total 100
14. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 14
8
15. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 15
SOAL 10
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 0.425 100
60 0.25 94.1
0.15 79.3
200 0.075 34.1
0.04 28.00
0.02 25.20
0.01 21.80
0.006 18.90
0.002 14.00
DISTRIBUSI UKURAN BUTIRAN SISTEM USDA
%Lolos
0.002 0.05 2100
90
80
70
60
50
40
30
20 29
10 14%
0
0.001 0.01 0.1 1Ukuran Butiran (mm) 10
Clay Lanau (Silt ) Pasir Kerikil(Gravel )
Persentase Butiran Menurut Sistem USDA
Jenis Tanah %
Gravel 0
Sand 71
Silt 15
Clay 14
Total 100
16. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 16
9
17. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 17
SOAL 11
No
Ayakan Diameter % Tanah Lolos
USA ayakan Pada Tiap Ayakan
(mm) (gr)
.(1) .(2) .(3)
20 0.85 100
40 0.425 100
60 0.25 94.1
0.15 79.3
200 0.075 34.1
0.04 28.00
0.02 25.20
0.01 21.80
0.006 18.90
0.002 14.00
%Lolos
DISTRIBUSI UKURAN BUTIRAN SISTEM AASTHO
100
0.002 0.07 2
90
80
70
60
50
40
30 34.1
20
10 14%
0 Ukuran Butiran (mm)
0.001 0.01 0.1 1 10
Clay Lanau (Silt ) Pasir (Sand) Kerikil(Gravel )
Persentase Butiran Menurut Sistem AASTHO
Jenis Tanah %
Gravel 0
Sand 65.9
Silt 20.1
Clay 14
Total 100
18. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 18
10
19. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 19
SOAL 12
Diket: Uji hydrometer
GS = 2.70
T = 22° C L
= 11.9 cm
t. = 30 menit
Ditanya : Diameter ukuran butir terkecil
Jawab: Berdasarkan Tabel 1.7 (hal 20) didapat nilai K = 0.01199
D = K L = 0.01199 11.9= 0.001887 mm
t 30
20. TUGAS IV MEKANIKA TANAH I
ZUL ANWAR
1310015211092
CIVIL ENGINEERING
BUNG HATTA UNIVERSITY Page 20
11