formula spt

72
Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008) Project/Section Cone Type/ID Location ID S.1 Tower Type Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy) Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By DEPTH qc qc + qf qf fs Fd TFd Rf (m) (kgf/cm) (kgf/cm) (%) 0.0 0 0 0 0 0 0 0 0.2 28 31 3 0.18 3.57 3.57 0.64 0.4 41 45 4 0.24 4.76 8.33 0.58 0.6 41 45 4 0.24 4.76 13.09 0.58 0.8 34 38 4 0.24 4.76 17.85 0.70 1.0 20 25 5 0.30 5.95 23.80 1.49 1.2 16 22 6 0.36 7.14 30.94 2.23 1.4 11 20 9 0.54 10.71 41.65 4.87 1.6 11 19 8 0.48 9.52 51.17 4.33 1.8 11 19 8 0.48 9.52 60.69 4.33 2.0 20 25 5 0.30 5.95 66.64 1.49 2.2 12 21 9 0.54 10.71 77.35 4.46 2.4 7 12 5 0.30 5.95 83.30 4.25 2.6 70 75 5 0.30 5.95 89.25 0.43 2.8 63 69 6 0.36 7.14 96.39 0.57 3.0 112 135 23 1.37 27.37 123.76 1.22 3.2 155 169 14 0.83 16.66 140.42 0.54 3.4 160 175 15 0.89 17.85 158.27 0.56 Note: Note: qc qc+qf qf = (qc + qf)- qc Dc = Ds 3.57 cm fs = skin friction (local) Ls = 15 cm = qf.Ac/As π = 3.14 10.0047465 TFd = total friction per unit depth (kg/cm) (π.Ds.Ls 168.147 Fd = friction per each 20 cm unit depth settlement reading Rf = Friction Ratio (%) = fs/qc * 100 Dc = diameter of cone (cm) Ds = diameter of sleeve (cm) Ls = length of sleeve (cm) (kgf/cm 2 ) (kgf/cm 2 ) (kgf/cm 2 ) (kgf/cm 2 ) = measured cone resistance (kg/cm 2 ) = measured total resistance from cone & shaft (kg/cm 2 ) = shaft friction resistance (kg/cm 2 ) = qf*(1/4.π.Dc 2 )/(π.Ds.Ls) (1/4.π.D = ΣFd i + Fd i+1 = 5 Dc 2 qf / Ds.Ls

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Page 1: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

Project/Section

Cone Type/ID Location ID S.1 Tower Type

Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description

Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy)

Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd Rf

(m) (kgf/cm) (kgf/cm) (%)

0.0 0 0 0 0 0 0 0

0.2 28 31 3 0.18 3.57 3.57 0.64

0.4 41 45 4 0.24 4.76 8.33 0.58

0.6 41 45 4 0.24 4.76 13.09 0.58

0.8 34 38 4 0.24 4.76 17.85 0.70

1.0 20 25 5 0.30 5.95 23.80 1.49

1.2 16 22 6 0.36 7.14 30.94 2.23

1.4 11 20 9 0.54 10.71 41.65 4.87

1.6 11 19 8 0.48 9.52 51.17 4.33

1.8 11 19 8 0.48 9.52 60.69 4.33

2.0 20 25 5 0.30 5.95 66.64 1.49

2.2 12 21 9 0.54 10.71 77.35 4.46

2.4 7 12 5 0.30 5.95 83.30 4.25

2.6 70 75 5 0.30 5.95 89.25 0.43

2.8 63 69 6 0.36 7.14 96.39 0.57

3.0 112 135 23 1.37 27.37 123.76 1.22

3.2 155 169 14 0.83 16.66 140.42 0.54

3.4 160 175 15 0.89 17.85 158.27 0.56

Note:

Note:

qc

qc+qf

qf= (qc + qf)- qc Dc = Ds 3.57 cm

fs = skin friction (local) Ls = 15 cm= qf.Ac/As π = 3.14

10.0047465TFd = total friction per unit depth (kg/cm) (π.Ds.Ls 168.147

Fd = friction per each 20 cm unit depth settlement reading

Rf = Friction Ratio (%)= fs/qc * 100

Dc = diameter of cone (cm)Ds = diameter of sleeve (cm)Ls = length of sleeve (cm)

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

= measured cone resistance (kg/cm2)

= measured total resistance from cone & shaft (kg/cm2)

= shaft friction resistance (kg/cm2)

= qf*(1/4.π.Dc2)/(π.Ds.Ls) (1/4.π.Dc2)

= ΣFdi + Fd

i+1

= 5 Dc2 qf / Ds.Ls

Page 2: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

11-Apr-16

Kelompok 2

Est. Soil

Type

Pasir Berlanau

Pasir

Pasir

Pasir Berlanau

Lanau Berpasir

Lanau Berpasir

Lempung

Lempung

Lempung

Lanau Berpasir

Lempung

Lempung

Pasir

Pasir

Pasir

Pasir

Pasir

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

Titik Sondir S-1

Cone Resist (Kg/cm2)

qc (kg/cm2)

Kedalaman (m)

Page 3: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

Titik Sondir S-1

Cone Resist (Kg/cm2)

qc (kg/cm2)

Kedalaman (m)

Page 4: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)Project/Section

Cone Type/ID Location ID S.2 Tower Type

Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description

Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy)

Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd Rf

(m) (kgf/cm) (kgf/cm) (%)

0 0 0 0 0 0 0 0

0.2 12 16 4 0.24 4.76 4.76 1.98

0.4 20 26 6 0.36 7.14 11.90 1.79

0.6 38 44 6 0.36 7.14 19.04 0.94

0.8 26 32 6 0.36 7.14 26.18 1.37

1 20 25 5 0.30 5.95 32.13 1.49

1.2 20 25 5 0.30 5.95 38.08 1.49

1.4 16 20 4 0.24 4.76 42.84 1.49

1.6 5 7 2 0.12 2.38 45.22 2.38

1.8 18 21 3 0.18 3.57 48.79 0.99

2 25 30 5 0.30 5.95 54.74 1.19

2.2 20 25 5 0.30 5.95 60.69 1.49

2.4 28 32 4 0.24 4.76 65.45 0.85

2.6 46 52 6 0.36 7.14 72.59 0.78

2.8 125 131 6 0.36 7.14 79.73 0.29

3 155 174 19 1.13 22.61 102.34 0.73

3.2 151 165 14 0.83 16.66 119.00 0.55

3.4 160 174 14 0.83 16.66 135.66 0.52

Note:

Dc = Ds 3.57 cmLs = 15 cmπ = 3.14

10.0047465(π.Ds.Ls) 168.147

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

(1/4.π.Dc2)

Page 5: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

11-Apr-16

Kelompok 2

Est. Soil

Type

Lanau Berpasir

Lanau Berpasir

Pasir Berlanau

Pasir Berlanau

Lanau Berpasir

Lanau Berpasir

Lanau Berpasir

Lempung Berlanau

Pasir Berlanau

Pasir Berlanau

Lanau Berpasir

Pasir Berlanau

Pasir

Pasir

Pasir

Pasir

Pasir

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

Titik Sondir S-2

qc (Kg/cm2)

Kedalaman (m)

Page 6: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

Titik Sondir S-2

qc (Kg/cm2)

Kedalaman (m)

Page 7: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)Project/Section

Cone Type/ID Location ID S.3 Tower Type

Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description

Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 5.20 Testing Date (dd/mm/yy)

Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd Rf

(m) (kgf/cm) (kgf/cm) (%)

0 0 0 0 0 0 0 0

0.2 7 9 2 0.12 2.38 2.38 1.70

0.4 7 8 1 0.06 1.19 3.57 0.85

0.6 6 9 3 0.18 3.57 7.14 2.98

0.8 5 8 3 0.18 3.57 10.71 3.57

1 6 7 1 0.06 1.19 11.90 0.99

1.2 5 8 3 0.18 3.57 15.47 3.57

1.4 7 9 2 0.12 2.38 17.85 1.70

1.6 5 9 4 0.24 4.76 22.61 4.76

1.8 5 9 4 0.24 4.76 27.37 4.76

2 5 8 3 0.18 3.57 30.94 3.57

2.2 10 15 5 0.30 5.95 36.89 2.98

2.4 10 15 5 0.30 5.95 42.84 2.98

2.6 15 22 7 0.42 8.33 51.17 2.78

2.8 20 32 12 0.71 14.28 65.45 3.57

3 25 35 10 0.60 11.90 77.35 2.38

3.2 48 55 7 0.42 8.33 85.68 0.87

3.4 45 50 5 0.30 5.95 91.63 0.66

3.6 42 48 6 0.36 7.14 98.77 0.85

3.8 44 48 4 0.24 4.76 103.53 0.54

4 45 52 7 0.42 8.33 111.86 0.93

4.2 40 50 10 0.60 11.90 123.76 1.49

4.4 42 47 5 0.30 5.95 129.71 0.71

4.6 40 44 4 0.24 4.76 134.47 0.60

4.8 151 169 18 1.07 21.42 155.89 0.71

5 165 173 8 0.48 9.52 165.41 0.29

5.2 158 170 12 0.71 14.28 179.69 0.45

Dc = Ds = 3.57 cmLs = 15 cmπ = 3.14

10.0047465(π.Ds.Ls) 168.147

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

(1/4.π.Dc2)

Page 8: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

11-Apr-16

Kelompok 2

Est. Soil

Type

Lanau Berpasir

Lanau Berpasir

Lempung Berlanau

Lempung

Lempung Berpasir

Lempung

Lempung Berpasir

Lempung

Lempung

Lempung

Lempung Berlanau

Lempung Berlanau

Lanau Berpasir

Lempung Berlanau

Lempung Berlanau

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir Berlanau

Pasir

Pasir

Pasir

Pasir

Pasir

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

Titik Sondir S-3

qc (Kg/cm2)

Kedalaman (m)

Page 9: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

Titik Sondir S-3

qc (Kg/cm2)

Kedalaman (m)

Page 10: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)Project/Section

Cone Type/ID Location ID S.4 Tower Type

Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description

Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy)

Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd

(m) (kgf/cm) (kgf/cm)

0.0 0 0 0 0 0 0

0.2 15 20 5 0.30 5.95 5.95

0.4 15 20 5 0.30 5.95 11.90

0.6 36 43 7 0.42 8.33 20.23

0.8 35 40 5 0.30 5.95 26.18

1.0 28 35 7 0.42 8.33 34.51

1.2 28 35 7 0.42 8.33 42.84

1.4 11 15 4 0.24 4.76 47.60

1.6 10 13 3 0.18 3.57 51.17

1.8 10 14 4 0.24 4.76 55.93

2.0 11 15 4 0.24 4.76 60.69

2.2 9 10 1 0.06 1.19 61.88

2.4 5 6 1 0.06 1.19 63.07

2.6 14 15 1 0.06 1.19 64.26

2.8 6 7 1 0.06 1.19 65.45

3.0 19 20 1 0.06 1.19 66.64

3.2 38 39 1 0.06 1.19 67.83

3.4 23 25 2 0.12 2.38 70.21

3.6 55 62 7 0.42 8.33 78.54

3.8 65 70 5 0.30 5.95 84.49

4 90 108 18 1.07 21.42 105.91

4.2 90 100 10 0.60 11.90 117.81

4.4 95 100 5 0.30 5.95 123.76

4.6 95 105 10 0.60 11.90 135.66

4.8 150 170 20 1.19 23.80 159.46

5 152 172 20 1.19 23.80 183.26

5.2 155 169 14 0.83 16.66 199.92

Note:

Dc = Ds = 3.57Ls = 15π = 3.14

10.0047465(π.Ds.Ls) 168.147

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

(1/4.π.Dc2)

Page 11: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

Locatoin Description

Testing Date (dd/mm/yy) 11-Apr-16

Kelompok 2

Rf Est. Soil

(%) Type

0

1.98 Lanau Berpasir

1.98 Lanau Berpasir

1.16 Pasir Berlanau

0.85 Pasir Berlanau

1.49 Pasir Berlanau

1.49 Pasir Berlanau

2.16 Lanau Berpasir

1.79 Lanau Berpasir

2.38 Lanau Berpasir

2.16 Lanau Berpasir

0.66 Lanau Berpasir

1.19 Lanau Berpasir

0.43 Pasir Berlanau

0.99 Lanau Berpasir

0.31 Pasir Berlanau

0.16 Pasir

0.52 Pasir Berlanau

0.76 Pasir

0.46 Pasir

1.19 Pasir Berlanau

0.66 Pasir

0.31 Pasir

0.63 Pasir

0.79 Pasir

0.78 Pasir

0.54 Pasir

cmcm

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

Titik Sondir S-4

qc (kg/cm2)

Kedalaman (m)

Page 12: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

Titik Sondir S-4

qc (kg/cm2)

Kedalaman (m)

Page 13: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)Project/Section

Cone Type/ID Location ID S.5 Tower Type

Cone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin Description

Sleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy)

Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd Rf

(m) (kgf/cm) (kgf/cm) (%)

0.0 0 0 0 0 0 0 0

0.2 30 35 5 0.30 5.95 5.95 0.99

0.4 34 39 5 0.30 5.95 11.90 0.88

0.6 31 36 5 0.30 5.95 17.85 0.96

0.8 34 36 2 0.12 2.38 20.23 0.35

1.0 30 35 5 0.30 5.95 26.18 0.99

1.2 40 42 2 0.12 2.38 28.56 0.30

1.4 28 34 6 0.36 7.14 35.70 1.28

1.6 24 28 4 0.24 4.76 40.46 0.99

1.8 29 34 5 0.30 5.95 46.41 1.03

2.0 25 32 7 0.42 8.33 54.74 1.67

2.2 40 45 5 0.30 5.95 60.69 0.74

2.4 24 28 4 0.24 4.76 65.45 0.99

2.6 73 79 6 0.36 7.14 72.59 0.49

2.8 91 95 4 0.24 4.76 77.35 0.26

3.0 85 89 4 0.24 4.76 82.11 0.28

3.2 100 105 5 0.30 5.95 88.06 0.30

3.4 110 113 3 0.18 3.57 91.63 0.16

3.6 111 115 4 0.24 4.76 96.39 0.21

3.8 114 116 2 0.12 2.38 98.77 0.10

4 123 125 2 0.12 2.38 101.15 0.10

4.2 129 136 7 0.42 8.33 109.48 0.32

4.4 88 90 2 0.12 2.38 111.86 0.14

4.6 64 68 4 0.24 4.76 116.62 0.37

4.8 130 131 1 0.06 1.19 117.81 0.05

5 101 105 4 0.24 4.76 122.57 0.24

5.2 74 78 4 0.24 4.76 127.33 0.32

5.4 108 110 2 0.12 2.38 129.71 0.11

5.6 83 84 1 0.06 1.19 130.90 0.07

5.8 80 85 5 0.30 5.95 136.85 0.37

6 39 43 4 0.24 4.76 141.61 0.61

6.2 69 74 5 0.30 5.95 147.56 0.43

6.4 51 60 9 0.54 10.71 158.27 1.05

6.6 35 41 6 0.36 7.14 165.41 1.02

6.8 38 46 8 0.48 9.52 174.93 1.25

7 151 169 18 1.07 21.42 196.35 0.71

7.2 160 174 14 0.83 16.66 213.01 0.52

Note:

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

Page 14: Formula Spt

Dc = Ds = 3.57 cmLs = 15 cmπ = 3.14

10.00475(π.Ds.Ls) 168.147(1/4.π.Dc2)

Page 15: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

11-Apr-16

Kelompok 2

Est. Soil

Type

Pasir Berlanau

Pasir Berlanau

Pasir Berlanau

Pasir Berlanau

Pasir Berlanau

Pasir

Pasir Berlanau

Pasir Berlanau

Pasir Berlanau

Lanau Berpasir

Pasir Berlanau

Pasir Berlanau

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir

Pasir Berlanau

Pasir

Pasir

Pasir Berlanau

Pasir Berlanau

Pasir

Pasir

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

Titik Sondir S-5

qc (kg/cm2)

Kedalaman (m)

Page 16: Formula Spt
Page 17: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

Titik Sondir S-5

qc (kg/cm2)

Kedalaman (m)

Page 18: Formula Spt
Page 19: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)Project/SectionCone Type/ID Location ID S.6 Tower TypeCone Diameter (cm) 3.57 Flood Level Above Ground (m) 0.00 Locatoin DescriptionSleeve Diameter (cm) 3.57 Total Messured Depth (m) 3.40 Testing Date (dd/mm/yy)Sleeve Length (cm) 15 Ground Water Level (m) 3.00 Investigated By

DEPTH qc qc + qf qf fs Fd TFd Rf

(m) (kgf/cm) (kgf/cm) (%)0.0 0 0 0 0 0 0 00.2 9 12 3 0.18 3.57 3.57 1.980.4 13 15 2 0.12 2.38 5.95 0.920.6 15 17 2 0.12 2.38 8.33 0.790.8 30 38 8 0.48 9.52 17.85 1.591.0 30 35 5 0.30 5.95 23.80 0.991.2 19 22 3 0.18 3.57 27.37 0.941.4 45 55 10 0.60 11.90 39.27 1.321.6 32 37 5 0.30 5.95 45.22 0.931.8 45 50 5 0.30 5.95 51.17 0.662.0 32 40 8 0.48 9.52 60.69 1.492.2 45 55 10 0.60 11.90 72.59 1.322.4 55 66 11 0.65 13.09 85.68 1.192.6 56 76 20 1.19 23.80 109.48 2.132.8 65 80 15 0.89 17.85 127.33 1.373.0 85 105 20 1.19 23.80 151.13 1.403.2 30 50 20 1.19 23.80 174.93 3.973.4 37 45 8 0.48 9.52 184.45 1.293.6 55 70 15 0.89 17.85 202.30 1.623.8 50 65 15 0.89 17.85 220.15 1.794 90 105 15 0.89 17.85 238.00 0.99

4.2 35 45 10 0.60 11.90 249.90 1.704.4 55 68 13 0.77 15.47 265.37 1.414.6 80 88 8 0.48 9.52 274.89 0.604.8 45 48 3 0.18 3.57 278.46 0.405 50 75 25 1.49 29.75 308.21 2.98

5.2 30 35 5 0.30 5.95 314.16 0.995.4 30 35 5 0.30 5.95 320.11 0.995.6 46 53 7 0.42 8.33 328.44 0.915.8 40 43 3 0.18 3.57 332.01 0.456 45 55 10 0.60 11.90 343.91 1.32

6.2 37 40 3 0.18 3.57 347.48 0.486.4 25 40 15 0.89 17.85 365.33 3.576.6 30 35 5 0.30 5.95 371.28 0.996.8 30 32 2 0.12 2.38 373.66 0.407 40 41 1 0.06 1.19 374.85 0.15

7.2 45 57 12 0.71 14.28 389.13 1.597.4 65 67 2 0.12 2.38 391.51 0.187.6 65 70 5 0.30 5.95 397.46 0.467.8 60 65 5 0.30 5.95 403.41 0.508 73 76 3 0.18 3.57 406.98 0.24

8.2 73 76 3 0.18 3.57 410.55 0.248.4 135 155 20 1.19 23.80 434.35 0.888.6 152 173 21 1.25 24.99 459.34 0.828.8 161 174 13 0.77 15.47 474.81 0.489 156 173 17 1.01 20.23 495.04 0.65

Note:

(kgf/cm2) (kgf/cm2) (kgf/cm2) (kgf/cm2)

Page 20: Formula Spt

Dc = Ds 3.57 cmLs = 15 cmπ = 3.14

10.00475(π.Ds.Ls) 168.147(1/4.π.Dc2)

Page 21: Formula Spt

Static Cone Penetration Test (ASTM D-3441/SNI 2827:2008)

11-Apr-16Kelompok 2

Est. Soil

Type

Lanau BerpasirLanau BerpasirPasir BerlanauPasir BerlanauPasir BerlanauPasir BerlanauPasir BerlanauPasir Berlanau

PasirPasir BerlanauPasir BerlanauPasir BerlanauPasir BerlanauPasir Berlanau

PasirLempung Berlanau

Pasir BerlanauPasir BerlanauPasir Berlanau

PasirPasir BerlanauPasir Berlanau

PasirPasir

Lanau BerpasirPasir BerlanauPasir Berlanau

PasirPasir BerlanauPasir BerlanauPasir Berlanau

Lempung BerlanauPasir BerlanauPasir Berlanau

PasirPasir Berlanau

PasirPasirPasirPasirPasirPasirPasirPasirPasir

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

Titik Sondir S-6

qc (kg/cm2)

Kedalaman (m)

Page 22: Formula Spt
Page 23: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

Titik Sondir S-6

qc (kg/cm2)

Kedalaman (m)

Page 24: Formula Spt
Page 25: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

Page 26: Formula Spt

0 20 40 60 80 100 120 140 160 1800.00

1.00

2.00

3.00

4.00

CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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1.00

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CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 20 40 60 80 100 120 140 160 180 2000.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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1.00

2.00

3.00

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CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 20 40 60 80 100 120 140 160 180 2000.00

1.00

2.00

3.00

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5.00

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CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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CPT CHART

Ground Water Level (m)Total Friction (Kg/cm) x 10 KgCone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 20 40 60 80 100 120 140 160 180 2000.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 20 40 60 80 100 120 140 160 180 2000.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 50 100 150 200 2500.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 100 200 300 400 500 6000.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

CPT CHART

Ground Water Level (m)

Total Friction (Kg/cm) x 10 Kg

Cone Resist (Kg/cm2)

Total Shalf Friction (10 Kg/cm)

Depth (m)

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0 2000.0

2.0

4.0

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0 2000.0

2.0

4.0

6.0

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0 2000.0

2.0

4.0

6.0

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0 2000.0

2.0

4.0

6.0

8.0

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0 2000.0

2.0

4.0

6.0

8.0

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