formula spt
Post on 10-Jul-2016
84 Views
Preview:
DESCRIPTION
TRANSCRIPT
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
Dc = Ds = 3.57 cmLs = 15 cmπ = 3.14
10.00475(π.Ds.Ls) 168.147(1/4.π.Dc2)
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)
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)
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)
Dc = Ds 3.57 cmLs = 15 cmπ = 3.14
10.00475(π.Ds.Ls) 168.147(1/4.π.Dc2)
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)
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)
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)
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)
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)
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)
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 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)
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 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)
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 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)
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)
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)
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)
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 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)
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)
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)
0 2000.0
2.0
4.0
0 2000.0
2.0
4.0
6.0
0 2000.0
2.0
4.0
6.0
0 2000.0
2.0
4.0
6.0
8.0
0 2000.0
2.0
4.0
6.0
8.0
top related