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Soil Test Results for PLTU Jungkat

The document reports the results of a Dutch cone penetration test conducted on January 23, 2008 at a project site in Jungkat, Pontianak, Indonesia. The test was performed by the soil mechanics laboratory at Tanjungpura University to a depth of 30 meters. It includes graphs showing measurements of cone resistance, cumulative friction, side friction, and friction ratio at varying depths.

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Kobel
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138 views5 pages

Soil Test Results for PLTU Jungkat

The document reports the results of a Dutch cone penetration test conducted on January 23, 2008 at a project site in Jungkat, Pontianak, Indonesia. The test was performed by the soil mechanics laboratory at Tanjungpura University to a depth of 30 meters. It includes graphs showing measurements of cone resistance, cumulative friction, side friction, and friction ratio at varying depths.

Uploaded by

Kobel
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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DUTCH CONE PENETRATION TEST (2 TON)

Project : PLTU JUNGKAT Date : 23 Januari 2008


Location : Jungkat Kab. Pontianak Tested by : TIM Lab. Mektan Univ. Tanjungpura
Test no. : S.9
GWL -

FR (friction ratio) = fs/qc


qc (kg/cm2), ft ( x 10 kg/cm') (%)
2
0 50 100 150 200 250 fs (side friction) (kg/cm )
0 0 2 4 6 8 10
1 0

2 1

3 2
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
Depth (m)

Depth (m)

14
14
15
15
16
16
17
17
18
18
19
19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30

qc (cone resistance), kg/cm2 FR (friction ratio), %


ft (cumulative friction), kg/cm' fs (side friction), kg/cm2

SOIL MECHANICS LABORATORY


DUTCH CONE PENETRATION TEST (2 TON)
Project : PLTU JUNGKAT Date : 23 Januari 2008
Location : Jungkat Kab. Pontianak Tested by : TIM Lab. Mektan Univ. Tanjungpura
Test no. : S.10
GWE -

FR (friction ratio) = fs/qc


qc (kg/cm2), ft ( x 10 kg/cm') (%)
2
0 50 100 150 200 250 fs (side friction) (kg/cm )
0 0 2 4 6 8 10
1 0

2 1

3 2

4 3

5 4

6 5

7 6
7
8
8
9
9
10
10
11
11
12
12
13
Depth (m)

13
14
Depth (m)

14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30

qc (cone resistance), kg/cm2


FR (friction ratio), %
ft (cumulative friction), kg/cm' fs (side friction), kg/cm2

SOIL MECHANICS LABORATORY


DUTCH CONE PENETRATION TEST (2 TON)
Project : PLTU JUNGKAT Date : 25 Januari 2008
Location : Jungkat Kab. Pontianak Tested by : TIM Lab. Mektan Univ. Tanjungpura
Test no. : S.11
GWE -

FR (friction ratio) = fs/qc (%)


qc (kg/cm2), ft ( x 10 kg/cm') fs (side friction) (kg/cm2)
0 50 100 150 200 250 0 2 4 6 8 10
0 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
Depth (m)

Depth (m)

14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21

22 22

23 23

24 24

25 25

26 26

27 27

28 28

29 29

30 30

qc (cone resistance), kg/cm2 FR (friction ratio), %

ft (cumulative friction), kg/cm' fs (side friction), kg/cm2

SOIL MECHANICS LABORATORY


DUTCH CONE PENETRATION TEST (2 TON)
Project : PLTU JUNGKAT Date : 24 Januari 2008
Location : Jungkat Kab. Pontianak Tested by : TIM Lab. Mektan Univ. Tanjungpura
Test no. : S.12
GWE -

FR (friction ratio) = fs/qc (%)


qc (kg/cm2), ft ( x 10 kg/cm') 2
fs (side friction) (kg/cm )
0 50 100 150 200 250
0 2 4 6 8 10
0
0
1
1
2 1
2
3
2
3
4
4
5 3
5
6 4
6
7 7
5
8 8
9 6
9
10 10
7
11 11
12 12
8
13 13
Depth (m)

9
Depth (m)
14 14
15 15
10
16 16
11
17 17
18 12
18
19 19
13
20 20
21 14
21
22 22
15
23 23
24 16
24
25 25
17
26 26
27 18
27
28 28
19
29 29
30 20
30

qc (cone resistance), kg/cm2 FR (friction ratio), %


ft (cumulative friction), kg/cm' fs (side friction), kg/cm2

SOIL MECHANICS LABORATORY


DUTCH CONE PENETRATION TEST (2 TON)
Project : PLTU JUNGKAT Date : 24 Januari 2008
Location : Jungkat Kab. Pontianak Tested by : TIM Lab. Mektan Univ. Tanjungpura
Test no. : S.13
GWE -

FR (friction ratio) = fs/qc


2
qc (kg/cm ), ft ( x 10 kg/cm') (%)
2
0 50 100 150 200 250 fs (side friction) (kg/cm )
0 0 2 4 6 8 10
1 0

2 1

3 2

4 3

5 4
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
Depth (m)

Depth (m)
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30

qc (cone resistance), kg/cm2 FR (friction ratio), %

ft (cumulative friction), kg/cm' fs (side friction), kg/cm2

SOIL MECHANICS LABORATORY

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