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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
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Mektan 4

Jul 16, 2015

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Page 1: Mektan 4

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

% L

olo

s

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

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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

= 2.011 30 =

D xD

60

10 0.51x0.82

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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

% L

olo

s

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

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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

% L

olo

s 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

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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

% L

olo

s

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

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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

Lo

los 60

50 55

%

40

30

20

10 23

0

0.001 0.01 0.1 1 Ukuran 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

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SOAL 8

No

Ayakan Diameter % Tanah Lolos

USA ayakan Pada Tiap Ayakan

(mm) (gr)

.(1) .(2) .(3)

20 0.85 100

40

92.1

0.425

60

85.8

0.25

77.3

0.15

200

62

0.075

50.80

0.04

41.00

0.02

34.30

0.01

29.00

0.006

23.00

0.002

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

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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

% L

olo

s

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

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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

% L

olo

s

0.002 0.05 2

100

90 80 70 60 50 40 30 20 29

10 14%

0

0.001 0.01 0.1 1 Ukuran 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

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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

% L

olo

s

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

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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

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