Tabel Sondir

HASIL SONDIR (CONE PENETRATION TEST)
PROYEK
NO. TITIK
SITE NAME
LOKASI
TANGGAL
:
:
::
:
:
RENCANA PEMBANGUNAN TOWER TBG

S1
KEMANTREN
JL. PROJOSUMARTO RT,03/03 DESA. JATILAWANG KRAMAT TEGAL
20 FEBRUARI 2013
KEDALAMAN
(m)
BACAAN
KONUS
(kg)
BACAAN
qc + fs
(kg)
BACAAN
fs
(Ton)
qc
(kg/cm2)
fs
(kg/cm')
/20 cm
0.00
0.20
0.00
0.2
0.4
5.00
0.40
0.2
0.8
4.00
0.60
0.2
12
1.2
2.86
0.80
0.2
16
1.6
2.86
1.00
10
0.2
20
2.50
fs fs/10
Rsc
fs/qc
(%)
1.20
0.2
24
2.4
3.33
1.40
12
15
0.3
12
30
2.50
1.60
12
16
0.4
12
38
3.8
3.33
1.80
12
16
0.4
12
46
4.6
3.33
2.00
14
18
0.4
14
54
5.4
2.86
2.20
15
19
0.4
15
62
6.2
2.67
2.40
17
22
0.5
17
10
72
7.2
2.94
2.60
20
25
0.5
20
10
82
8.2
2.50
2.80
25
30
0.5
25
10
92
9.2
2.00
3.00
27
33
0.6
27
12
104
10.4
2.22
3.20
30
37
0.7
30
14
118
11.8
2.33
3.40
33
40
0.7
33
14
132
13.2
2.12
3.60
35
45
35
20
152
15.2
2.86
3.80
30
40
30
20
172
17.2
3.33
4.00
35
45
35
20
192
19.2
2.86
4.20
30
48
1.8
30
36
228
22.8
6.00
4.40
30
48
1.8
30
36
264
26.4
6.00
4.60
38
47
0.9
38
18
282
28.2
2.37
4.80
35
45
35
20
302
30.2
2.86
5.00
25
35
25
20
322
32.2
4.00
5.20
23
35
1.2
23
24
346
34.6
5.22
5.40
30
40
30
20
366
36.6
3.33
5.60
30
40
30
20
386
38.6
3.33
5.80
30
40
30
20
406
40.6
3.33
6.00
33
42
0.9
33
18
424
42.4
2.73
6.20
33
40
0.7
33
14
438
43.8
2.12
6.40
33
40
0.7
33
14
452
45.2
2.12
6.60
30
47
1.7
30
34
486
48.6
5.67
6.80
32
40
0.8
32
16
502
50.2
2.50
7.00
35
45
35
20
522
52.2
2.86

PROYEK
NO. TITIK
SITE NAME
LOKASI
TANGGAL
:
:
::
:
:

S1
KEMANTREN
20 FEBRUARI 2013
KEDALAMAN
(m)
BACAAN
KONUS
(kg)
BACAAN
qc + fs
(kg)
BACAAN
fs
(Ton)
qc
(kg/cm2)
fs
(kg/cm')
/20 cm
7.20
35
45
35
20
542
54.2
2.86
7.40
32
42
32
20
562
56.2
3.13
7.60
30
40
30
20
582
58.2
3.33
7.80
35
45
35
20
602
60.2
2.86
8.00
35
45
35
20
622
62.2
2.86
8.20
40
45
0.5
40
10
632
63.2
1.25
8.40
38
50
1.2
38
24
656
65.6
3.16
8.60
37
48
1.1
37
22
678
67.8
2.97
8.80
30
47
1.7
30
34
712
71.2
5.67
9.00
40
40
40
712
71.2
0.00
9.20
50
50
50
712
71.2
0.00
9.40
50
60
50
20
732
73.2
2.00
9.60
50
60
50
20
752
75.2
2.00
9.80
55
60
0.5
55
10
762
76.2
0.91
10.00
55
60
0.5
55
10
772
77.2
0.91
10.20
45
55
45
20
792
79.2
2.22
10.40
45
60
1.5
45
30
822
82.2
3.33
10.60
45
60
1.5
45
30
852
85.2
3.33
10.80
58
65
0.7
58
14
866
86.6
1.21
11.00
60
65
0.5
60
10
876
87.6
0.83
11.20
60
70
60
20
896
89.6
1.67
11.40
60
70
60
20
916
91.6
1.67
11.60
55
75
55
40
956
95.6
3.64
11.80
65
80
1.5
65
30
986
98.6
2.31
12.00
65
80
1.5
65
30
1016
101.6
2.31
12.20
70
80
70
20
1036
103.6
1.43
12.40
75
80
0.5
75
10
1046
104.6
0.67
12.60
80
85
0.5
80
10
1056
105.6
0.63
12.80
80
85
0.5
80
10
1066
106.6
0.63
13.00
75
85
75
20
1086
108.6
1.33
13.20
78
80
0.2
78
1090
109
0.26
13.40
60
80
60
40
1130
113
3.33
13.60
60
80
60
40
1170
117
3.33
13.80
65
82
1.7
65
34
1204
120.4
2.62
14.00
65
82
1.7
65
34
1238
123.8
2.62
14.20
55
85
55
60
1298
129.8
5.45
fs fs/10
Rsc
fs/qc
(%)

PROYEK
NO. TITIK
SITE NAME
LOKASI
TANGGAL
:
:
::
:
:

S1
KEMANTREN
20 FEBRUARI 2013
KEDALAMAN
(m)
BACAAN
KONUS
(kg)
BACAAN
qc + fs
(kg)
BACAAN
fs
(Ton)
qc
(kg/cm2)
fs
(kg/cm')
/20 cm
14.40
65
90
2.5
65
50
1348
134.8
3.85
14.60
60
90
60
60
1408
140.8
5.00
14.80
60
85
2.5
60
50
1458
145.8
4.17
15.00
70
85
1.5
70
30
1488
148.8
2.14
15.20
70
90
70
40
1528
152.8
2.86
15.40
75
90
1.5
75
30
1558
155.8
2.00
15.60
75
95
75
40
1598
159.8
2.67
15.80
75
95
75
40
1638
163.8
2.67
16.00
72
85
1.3
72
26
1664
166.4
1.81
16.20
80
85
0.5
80
10
1674
167.4
0.63
16.40
80
85
0.5
80
10
1684
168.4
0.63
16.60
80
85
0.5
80
10
1694
169.4
0.63
16.80
78
90
1.2
78
24
1718
171.8
1.54
17.00
75
90
1.5
75
30
1748
174.8
2.00
17.20
75
90
1.5
75
30
1778
177.8
2.00
17.40
75
92
1.7
75
34
1812
181.2
2.27
17.60
75
92
1.7
75
34
1846
184.6
2.27
17.80
60
95
3.5
60
70
1916
191.6
5.83
18.00
60
92
3.2
60
64
1980
198
5.33
18.20
80
95
1.5
80
30
2010
201
1.88
18.40
80
100
80
40
2050
205
2.50
18.60
80
100
80
40
2090
209
2.50
18.80
85
110
2.5
85
50
2140
214
2.94
19.00
90
110
90
40
2180
218
2.22
19.20
90
112
2.2
90
44
2224
222.4
2.44
19.40
95
110
1.5
95
30
2254
225.4
1.58
19.60
80
115
3.5
80
70
2324
232.4
4.38
19.80
80
115
3.5
80
70
2394
239.4
4.38
20.00
90
120
90
60
2454
245.4
3.33
fs fs/10
LABORATORIUM MEKANIKA TANAH TEKNIK SIPIL UNNES
Rsc
fs/qc
(%)

PROYEK
NO. TITIK
SITE NAME
LOKASI
TANGGAL
KEDALAMAN
(m)
:
:
::
:
:

S1
KEMANTREN
20 FEBRUARI 2013
BACAAN
KONUS
(kg)
BACAAN
qc + fs
(kg)
BACAAN
fs
(Ton)
qc
(kg/cm2)
fs
(kg/cm')
/20 cm
fs fs/10
Rsc
fs/qc
(%)
SOUNDING DIAGRAM
PROYEK
SOUNDING No
LOKASI
TANGGAL
:
:
:
:

S1
KEMANTREN
20 FEBRUARI 2013
cone resistence,qc (kg/cm2)
Ratio fs/qc, Rsc (%)
25
50
75
100
125
150
175
200
225
250
275
300
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
depth (m)
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
qc
Rsc
0.00
500
fs
1000
1500
2000
25000
30000
total friction, fs (kg/cm)
LABORATORIUM MEKANIKA TANAH - JURUSAN TEKNIK SIPIL - UNNES

Tabel Sondir

Uploaded by

Copyright:

Available Formats

Tabel Sondir

Uploaded by

Document Information

Copyright

Available Formats

Share this document

Share or Embed Document

Sharing Options

Did you find this document useful?

Is this content inappropriate?

Copyright:

Available Formats

Tabel Sondir

Uploaded by

Copyright:

Available Formats

HASIL SONDIR (CONE PENETRATION TEST)

RENCANA PEMBANGUNAN TOWER TBG

HASIL SONDIR (CONE PENETRATION TEST)

RENCANA PEMBANGUNAN TOWER TBG

HASIL SONDIR (CONE PENETRATION TEST)

RENCANA PEMBANGUNAN TOWER TBG

LABORATORIUM MEKANIKA TANAH TEKNIK SIPIL UNNES

HASIL SONDIR (CONE PENETRATION TEST)

RENCANA PEMBANGUNAN TOWER TBG

RENCANA PEMBANGUNAN TOWER TBG

total friction, fs (kg/cm)

LABORATORIUM MEKANIKA TANAH - JURUSAN TEKNIK SIPIL - UNNES

You might also like