excel Uji Sondir
12
BAB III URAIAN HASIL PRAKTIKUM 1. Sondir Sondir - Pengolahan Data Proyek : Sondir Sondir No : Lokasi : Lapangan Depan Hanggar Elevasi : Dikerjakan oleh : Kelompok MAT : Tanggal 6-Feb-13 Depth Cw Tw Kw qc LF LF x 20 cm JHP (m) (Tw - Cw) (kg/cm) (kg/cm) 0 0 0 0 0 0 0 0 0.2 0 0 0 0 0 0 0 0.4 5 9 4 5 0.36 7.20 7.20 0.6 9 12 3 9 0.27 5.40 12.60 0.8 8 10 2 8 0.18 3.60 16.20 1 9 12 3 9 0.27 5.40 21.60 1.2 9 12 3 9 0.27 5.40 27.00 1.4 9 12 3 9 0.27 5.40 32.40 1.6 16 30 14 16 1.26 25.20 57.60 1.8 15 30 15 15 1.35 27.00 84.60 2 9 15 6 9 0.54 10.80 95.40 2.2 9 11 2 9 0.18 3.60 99.00 2.4 8 10 2 8 0.18 3.60 102.60 2.6 4 10 6 4 0.54 10.80 113.40 2.8 9 14 5 9 0.45 9.00 122.40 3 10 14 4 10 0.36 7.20 129.60 3.2 10 13 3 10 0.27 5.40 135.00 3.4 10 12 2 10 0.18 3.60 138.60 3.6 10 11 1 10 0.09 1.80 140.40 3.8 8 9 1 8 0.09 1.80 142.20 4 11 12 1 11 0.09 1.80 144.00 4.2 12 14 2 12 0.18 3.60 147.60 4.4 19 20 1 19 0.09 1.80 149.40 4.6 20 24 4 20 0.36 7.20 156.60 4.8 14 22 8 14 0.72 14.40 171.00 5 19 24 5 19 0.45 9.00 180.00 5.2 22 27 5 22 0.45 9.00 189.00 5.4 12 19 7 12 0.63 12.60 201.60 5.6 16 24 8 16 0.72 14.40 216.00 5.8 14 20 6 14 0.54 10.80 226.80 6 12 21 9 12 0.81 16.20 243.00 6.2 44 52 8 44 0.72 14.40 257.40 6.4 150 185 35 150 3.15 63.00 320.40 (kg/cm 2 ) (kg/cm 2 ) (kg/cm 2 ) (kg/cm 2 )
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excel Uji Sondir
Transcript of excel Uji Sondir
BAB IIIURAIAN HASIL PRAKTIKUM
1. SondirSondir - Pengolahan Data
Proyek : Sondir Sondir No :Lokasi : Lapangan Depan Hanggar Aer Elevasi :Dikerjakan oleh : Kelompok B3 MAT :
Tanggal : 6-Feb-13
Depth Cw Tw Kw qc LF LF x 20 cm JHP Fr(m) (Tw - Cw) (kg/cm) (kg/cm) (%)
0 0 0 0 0 0 0 0 00.2 0 0 0 0 0 0 0 00.4 5 9 4 5 0.36 7.20 7.20 7.200.6 9 12 3 9 0.27 5.40 12.60 3.000.8 8 10 2 8 0.18 3.60 16.20 2.251 9 12 3 9 0.27 5.40 21.60 3.00
1.2 9 12 3 9 0.27 5.40 27.00 3.001.4 9 12 3 9 0.27 5.40 32.40 3.001.6 16 30 14 16 1.26 25.20 57.60 7.881.8 15 30 15 15 1.35 27.00 84.60 9.002 9 15 6 9 0.54 10.80 95.40 6.00
2.2 9 11 2 9 0.18 3.60 99.00 2.002.4 8 10 2 8 0.18 3.60 102.60 2.252.6 4 10 6 4 0.54 10.80 113.40 13.502.8 9 14 5 9 0.45 9.00 122.40 5.003 10 14 4 10 0.36 7.20 129.60 3.60
3.2 10 13 3 10 0.27 5.40 135.00 2.703.4 10 12 2 10 0.18 3.60 138.60 1.803.6 10 11 1 10 0.09 1.80 140.40 0.903.8 8 9 1 8 0.09 1.80 142.20 1.134 11 12 1 11 0.09 1.80 144.00 0.82
4.2 12 14 2 12 0.18 3.60 147.60 1.504.4 19 20 1 19 0.09 1.80 149.40 0.474.6 20 24 4 20 0.36 7.20 156.60 1.804.8 14 22 8 14 0.72 14.40 171.00 5.145 19 24 5 19 0.45 9.00 180.00 2.37
5.2 22 27 5 22 0.45 9.00 189.00 2.055.4 12 19 7 12 0.63 12.60 201.60 5.255.6 16 24 8 16 0.72 14.40 216.00 4.505.8 14 20 6 14 0.54 10.80 226.80 3.866 12 21 9 12 0.81 16.20 243.00 6.75
6.2 44 52 8 44 0.72 14.40 257.40 1.646.4 150 185 35 150 3.15 63.00 320.40 2.10
(kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2)
Da = 3.65 cm
Db = 3.6 cm Ac = 10.17 cm2
Dpl = 3.6 cm Apl = 10.17 cm2
L = 9.5 cm
Lokasi :
MAT :
Tanggal :
Titik :
Depth qc JHP Fr
(m) (kg/cm) (%)
0.00 0 0.00 0.00
0.20 0 0.00 0.00
0.40 5 7.20 7.20
0.60 9 12.60 3.00
0.80 8 16.20 2.25
1.00 9 21.60 3.00
1.20 9 27.00 3.00
1.40 9 32.40 3.00
1.60 16 57.60 7.88
1.80 15 84.60 9.00
2.00 9 95.40 6.00
2.20 9 99.00 2.00
2.40 8 102.60 2.25
2.60 4 113.40 13.50
2.80 9 122.40 5.00
3.00 10 129.60 3.60
3.20 10 135.00 2.70
3.40 10 138.60 1.80
3.60 10 140.40 0.90
3.80 8 142.20 1.13
4.00 11 144.00 0.82
4.20 12 147.60 1.50
4.40 19 149.40 0.47
4.60 20 156.60 1.80
4.80 14 171.00 5.14
5.00 19 180.00 2.37
5.20 22 189.00 2.05
5.40 12 201.60 5.25
5.60 16 216.00 4.50
5.80 14 226.80 3.86
6.00 12 243.00 6.75
6.20 44 257.40 1.64
6.40 150 320.40 2.10
(kg/cm2)
GRAFIK SONDIR
Proyek : Sondir Sondir No :
Lokasi : Lapangan Depan Hanggar Aero Elevasi :
Dikerjakan oleh : Kelompok B3 MAT :
Tanggal : 6-Feb-13
0 200 400 600 800 1000
0 50 100 1500.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
JHP qcJHP [kg/cm]
Dep
th [m
]
qc [kg/cm2 ]
0 5 10 15 20 25 30 35 40 45
FR [%]
0 200 400 600 800 1000
0 50 100 1500.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
JHP qcJHP [kg/cm]
Dep
th [m
]qc [kg/cm2 ]
0 5 10 15 20 25 30 35 40 45
FR [%]
0 5 10 15 20 25 30 35 40 45
FR [%]
0 5 10 15 20 25 30 35 40 45
FR [%]
Da = 3.65 cm Fr (%)
Db = 3.6 cm Ac = 10.17 cm2 0-0,5
Dpl = 3.6 cm Apl = 10.17 cm2 0,2-2
L = 9.5 cm 2,0-5
>5
No. Depth Cw Tw Kw qc Lf Lf x 20 JHP
(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm) (kg/cm) (kg/cm)
1 0 0 0 0 0 0 0 0
2 0.2 0 0 0 0 0 0 0
3 0.4 5 9 4 5 0.36 7.20 7.20
4 0.6 9 12 3 9 0.27 5.40 12.60
5 0.8 8 10 2 8 0.18 3.60 16.20
6 1 9 12 3 9 0.27 5.40 21.60
7 1.2 9 12 3 9 0.27 5.40 27.00
8 1.4 9 12 3 9 0.27 5.40 32.40
9 1.6 16 30 14 16 1.26 25.20 57.60
10 1.8 15 30 15 15 1.35 27.00 84.60
11 2 9 15 6 9 0.54 10.80 95.40
12 2.2 9 11 2 9 0.18 3.60 99.00
13 2.4 8 10 2 8 0.18 3.60 102.60
14 2.6 4 10 6 4 0.54 10.80 113.40
15 2.8 9 14 5 9 0.45 9.00 122.40
16 3 10 14 4 10 0.36 7.20 129.60
17 3.2 10 13 3 10 0.27 5.40 135.00
18 3.4 10 12 2 10 0.18 3.60 138.60
19 3.6 10 11 1 10 0.09 1.80 140.40
20 3.8 8 9 1 8 0.09 1.80 142.20
21 4 11 12 1 11 0.09 1.80 144.00
22 4.2 12 14 2 12 0.18 3.60 147.60
23 4.4 19 20 1 19 0.09 1.80 149.40
24 4.6 20 24 4 20 0.36 7.20 156.60
25 4.8 14 22 8 14 0.72 14.40 171.00
26 5 19 24 5 19 0.45 9.00 180.00
27 5.2 22 27 5 22 0.45 9.00 189.00
28 5.4 12 19 7 12 0.63 12.60 201.60
29 5.6 16 24 8 16 0.72 14.40 216.00
30 5.8 14 20 6 14 0.54 10.80 226.80
31 6 12 21 9 12 0.81 16.20 243.00
32 6.2 44 52 8 44 0.72 14.40 257.40
33 6.4 150 185 35 150 3.15 63.00 320.40
(kg/cm2)
LABORATORIUM UJI TANAHJURUSAN TEKNIK SIPIL - POLITEKNIK NEGERI BANDUNG
Perkiraan Jenis Tanah
Kerikil
Pasir
Lanau
Lempung
Fr Perkiraan
(%) Jenis Tanah
0 -
0 -
7.20 Lempung
3.00 Lanau
2.25 Lanau
3.00 Lanau
3.00 Lanau
3.00 Lanau
7.88 Lempung
9.00 Lempung
6.00 Lempung
2.00 Lanau
2.25 Lanau
13.50 Lempung
5.00 Lempung
3.60 Lanau
2.70 Lanau
1.80 Pasir
0.90 Pasir
1.13 Pasir
0.82 Pasir
1.50 Pasir
0.47 Kerikil
1.80 Pasir
5.14 Lempung
2.37 Lanau
2.05 Lanau
5.25 Lempung
4.50 Lanau
3.86 Lanau
6.75 Lempung
1.64 Pasir
2.10 Lanau
LABORATORIUM UJI TANAHJURUSAN TEKNIK SIPIL - POLITEKNIK NEGERI BANDUNG
