laporan wamena
TRANSCRIPT
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7/29/2019 Laporan Wamena
1/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lagdistance (one lag is the distance between two sucessive CPT measurements).
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 1Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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2/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
SBT - Bq plots
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 2Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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3/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
SUNGAI IBELE KABUPATEN WAMENALocation:
Total depth: 7.00 m
Surface Elevation: 0.00 m
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
SBT - Bq plots (normalized)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 3Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
4/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Bq plots (Schneider)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 4Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
5/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AMProject file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
5
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7/29/2019 Laporan Wamena
6/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 6Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
7/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 7Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
8/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Calculation parameters
Phi: Based on Kulhawy & Mayne (1990)
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 8Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
9/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 9Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
10/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 10Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
11/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Caclulation properties
Footing type: Rectangular
Footing width: 2.60 (m)
L/B: 1
Footing pressure: 175.00 (kPa)
Embedment depth: 1.90 (m)
Footing is rigid: No
Remove excavation load: No
Apply 20% rule: Yes
Calculate secondary settlements: No
Time period for second. settlements: N/A
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 11
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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This software is licensed to: PT Soilens CPT name: CPT-01
Point No Start depth(m)
End depth(m)
Thickness(m)
Relativedepth(m)
Iz Settlement(cm)
Delta P(kPa)
Second.settlement
(cm)
Overallsettlement
(cm)
1 1.80 2.00 0.20 0.05 174.99 68.64 1.00 0.025 0.000 0.025
2 2.00 2.20 0.20 0.20 174.54 74.82 1.00 0.047 0.000 0.047
3 2.20 2.40 0.20 0.40 171.60 80.55 0.98 0.043 0.000 0.043
4 2.40 2.60 0.20 0.60 164.96 86.94 0.94 0.038 0.000 0.038
5 2.60 2.80 0.20 0.80 154.89 85.44 0.89 0.036 0.000 0.036
6 2.80 3.00 0.20 1.00 142.57 89.26 0.81 0.032 0.000 0.032
7 3.00 3.20 0.20 1.20 129.30 83.97 0.74 0.031 0.000 0.031
8 3.20 3.40 0.20 1.40 116.13 89.59 0.66 0.026 0.000 0.026
9 3.40 3.60 0.20 1.60 103.73 89.35 0.59 0.023 0.000 0.023
10 3.60 3.80 0.20 1.80 92.42 93.46 0.53 0.020 0.000 0.020
11 3.80 4.00 0.20 2.00 82.32 98.84 0.47 0.017 0.000 0.017
12 4.00 4.20 0.20 2.20 73.41 105.08 0.42 0.014 0.000 0.014
13 4.20 4.40 0.20 2.40 65.62 111.24 0.37 0.012 0.000 0.012
14 4.40 4.60 0.20 2.60 58.82 116.88 0.34 0.010 0.000 0.010
15 4.60 4.80 0.20 2.80 52.89 121.06 0.30 0.009 0.000 0.009
16 4.80 5.00 0.20 3.00 47.72 117.84 0.27 0.008 0.000 0.008
17 5.00 5.20 0.20 3.20 43.20 109.83 0.25 0.008 0.000 0.008
18 5.20 5.40 0.20 3.40 39.25 102.89 0.22 0.008 0.000 0.008
19 5.40 5.60 0.20 3.60 35.77 103.89 0.20 0.007 0.000 0.007
20 5.60 5.80 0.20 3.80 32.71 104.88 0.19 0.006 0.000 0.006
21 5.80 6.00 0.20 4.00 30.00 106.25 0.17 0.006 0.000 0.006
22 6.00 6.20 0.20 4.20 27.60 103.08 0.16 0.005 0.000 0.005
23 6.20 6.40 0.20 4.40 25.46 114.40 0.15 0.004 0.000 0.004
24 6.40 6.60 0.20 4.60 23.55 129.55 0.13 0.004 0.000 0.004
25 6.60 6.80 0.20 4.80 21.84 146.21 0.12 0.003 0.000 0.003
26 6.80 7.00 0.20 5.00 20.30 150.18 0.12 0.003 0.000 0.003
Total primary settlement: 0.44Total secondary settlement: 0.00
Total calculated settlement: 0.44
Abbreviations
Start depth of soil layer (penetration depth measured from ground free surface)End depth of soil layer (penetration depth measured from ground free surface)Thickness of soil layerDepth of calculation relative to footingStress influence factorFooting impossed stress:Effective stressConstrained modulus from CPTPrimary settlementSecondary settlemends due to creep
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 12
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
13/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 7.00 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-01
Location:
Bearing Capacity calculation isperfromed based on the formula:
No B(m)
StartDepth
(m)
End Depth(m)
Soil Press.(kPa)
Ult. bearingcap. (kPa)
1 1.00 1.90 2.40 6.45 36.10 1326.43
2 1.20 1.90 2.50 6.45 36.10 1326.43
3 1.40 1.90 2.60 6.45 36.10 1326.43
4 1.60 1.90 2.70 6.66 36.10 1368.90
5 1.80 1.90 2.80 6.97 36.10 1429.88
6 2.00 1.90 2.90 6.97 36.10 1429.88
7 2.20 1.90 3.00 7.28 36.10 1492.10
8 2.40 1.90 3.10 7.28 36.10 1492.10
9 2.60 1.90 3.20 7.55 36.10 1546.9310 2.80 1.90 3.30 7.55 36.10 1546.93
11 3.00 1.90 3.40 7.73 36.10 1582.32
12 3.20 1.90 3.50 7.73 36.10 1582.32
13 3.40 1.90 3.60 7.86 36.10 1607.37
14 3.60 1.90 3.70 7.86 36.10 1607.37
15 3.80 1.90 3.80 7.99 36.10 1633.80
16 4.00 1.90 3.90 7.99 36.10 1633.80
17 4.20 1.90 4.00 8.15 36.10 1666.71
18 4.40 1.90 4.10 8.15 36.10 1666.71
19 4.60 1.90 4.20 8.34 36.10 1704.61
20 4.80 1.90 4.30 8.34 36.10 1704.61
21 5.00 1.90 4.40 8.54 36.10 1744.10
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 13
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lagdistance (one lag is the distance between two sucessive CPT measurements).
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 14Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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15/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
SBT - Bq plots
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 15Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
16/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
SUNGAI IBELE KABUPATEN WAMENALocation:
Total depth: 6.60 m
Surface Elevation: 0.00 m
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
SBT - Bq plots (normalized)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 16Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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7/29/2019 Laporan Wamena
17/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Bq plots (Schneider)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 17Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
18/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AMProject file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
18
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19/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 19Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
20/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 20Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
21/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Calculation parameters
Phi: Based on Kulhawy & Mayne (1990)
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 21Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
22/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 22Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
23/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 23Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
-
7/29/2019 Laporan Wamena
24/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Caclulation properties
Footing type: Rectangular
Footing width: 2.60 (m)
L/B: 1
Footing pressure: 175.00 (kPa)
Embedment depth: 1.90 (m)
Footing is rigid: No
Remove excavation load: No
Apply 20% rule: Yes
Calculate secondary settlements: No
Time period for second. settlements: N/A
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 24
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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This software is licensed to: PT Soilens CPT name: CPT-02
Point No Start depth(m)
End depth(m)
Thickness(m)
Relativedepth(m)
Iz Settlement(cm)
Delta P(kPa)
Second.settlement
(cm)
Overallsettlement
(cm)
1 1.80 2.00 0.20 0.05 174.99 65.84 1.00 0.027 0.000 0.027
2 2.00 2.20 0.20 0.20 174.54 63.50 1.00 0.055 0.000 0.055
3 2.20 2.40 0.20 0.40 171.60 68.80 0.98 0.050 0.000 0.050
4 2.40 2.60 0.20 0.60 164.96 76.71 0.94 0.043 0.000 0.043
5 2.60 2.80 0.20 0.80 154.89 82.63 0.89 0.037 0.000 0.037
6 2.80 3.00 0.20 1.00 142.57 89.23 0.81 0.032 0.000 0.032
7 3.00 3.20 0.20 1.20 129.30 91.26 0.74 0.028 0.000 0.028
8 3.20 3.40 0.20 1.40 116.13 99.43 0.66 0.023 0.000 0.023
9 3.40 3.60 0.20 1.60 103.73 103.86 0.59 0.020 0.000 0.020
10 3.60 3.80 0.20 1.80 92.42 108.90 0.53 0.017 0.000 0.017
11 3.80 4.00 0.20 2.00 82.32 111.39 0.47 0.015 0.000 0.015
12 4.00 4.20 0.20 2.20 73.41 116.40 0.42 0.013 0.000 0.013
13 4.20 4.40 0.20 2.40 65.62 115.62 0.37 0.011 0.000 0.011
14 4.40 4.60 0.20 2.60 58.82 106.92 0.34 0.011 0.000 0.011
15 4.60 4.80 0.20 2.80 52.89 96.44 0.30 0.011 0.000 0.011
16 4.80 5.00 0.20 3.00 47.72 88.48 0.27 0.011 0.000 0.011
17 5.00 5.20 0.20 3.20 43.20 89.71 0.25 0.010 0.000 0.010
18 5.20 5.40 0.20 3.40 39.25 96.20 0.22 0.008 0.000 0.008
19 5.40 5.60 0.20 3.60 35.77 102.51 0.20 0.007 0.000 0.007
20 5.60 5.80 0.20 3.80 32.71 113.37 0.19 0.006 0.000 0.006
21 5.80 6.00 0.20 4.00 30.00 116.98 0.17 0.005 0.000 0.005
22 6.00 6.20 0.20 4.20 27.60 120.35 0.16 0.005 0.000 0.005
23 6.20 6.40 0.20 4.40 25.46 117.01 0.15 0.004 0.000 0.004
24 6.40 6.60 0.20 4.60 23.55 115.35 0.13 0.004 0.000 0.004
Total primary settlement: 0.45
Total secondary settlement: 0.00
Total calculated settlement: 0.45
Abbreviations
Start depth of soil layer (penetration depth measured from ground free surface)End depth of soil layer (penetration depth measured from ground free surface)Thickness of soil layerDepth of calculation relative to footingStress influence factorFooting impossed stress:Effective stressConstrained modulus from CPTPrimary settlementSecondary settlemends due to creep
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 25
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-02
Location:
Bearing Capacity calculation isperfromed based on the formula:
No B(m)
StartDepth
(m)
End Depth(m)
Soil Press.(kPa)
Ult. bearingcap. (kPa)
1 1.00 1.90 2.40 5.19 36.10 1073.27
2 1.20 1.90 2.50 5.19 36.10 1073.27
3 1.40 1.90 2.60 5.19 36.10 1073.27
4 1.60 1.90 2.70 5.49 36.10 1133.70
5 1.80 1.90 2.80 5.66 36.10 1168.54
6 2.00 1.90 2.90 5.66 36.10 1168.54
7 2.20 1.90 3.00 5.83 36.10 1202.77
8 2.40 1.90 3.10 5.83 36.10 1202.77
9 2.60 1.90 3.20 6.00 36.10 1236.6010 2.80 1.90 3.30 6.00 36.10 1236.60
11 3.00 1.90 3.40 6.24 36.10 1284.69
12 3.20 1.90 3.50 6.24 36.10 1284.69
13 3.40 1.90 3.60 6.47 36.10 1329.70
14 3.60 1.90 3.70 6.47 36.10 1329.70
15 3.80 1.90 3.80 6.70 36.10 1375.43
16 4.00 1.90 3.90 6.70 36.10 1375.43
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 26
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lagdistance (one lag is the distance between two sucessive CPT measurements).
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 27Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
SBT - Bq plots
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 28Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
SUNGAI IBELE KABUPATEN WAMENALocation:
Total depth: 6.60 m
Surface Elevation: 0.00 m
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
SBT - Bq plots (normalized)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 29Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Bq plots (Schneider)
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 30Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AMProject file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
31
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32/40
Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
SBT legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 32Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 33Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Calculation parameters
Phi: Based on Kulhawy & Mayne (1990)
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 34Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 35Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Calculation parameters
User defined estimation data
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:07 AM 36Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Caclulation properties
Footing type: Rectangular
Footing width: 2.60 (m)
L/B: 1
Footing pressure: 175.00 (kPa)
Embedment depth: 1.90 (m)
Footing is rigid: No
Remove excavation load: No
Apply 20% rule: Yes
Calculate secondary settlements: No
Time period for second. settlements: N/A
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:08 AM 37
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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This software is licensed to: PT Soilens CPT name: CPT-03
Point No Start depth(m)
End depth(m)
Thickness(m)
Relativedepth(m)
Iz Settlement(cm)
Delta P(kPa)
Second.settlement
(cm)
Overallsettlement
(cm)
1 1.80 2.00 0.20 0.05 174.99 57.09 1.00 0.031 0.000 0.031
2 2.00 2.20 0.20 0.20 174.54 55.15 1.00 0.063 0.000 0.063
3 2.20 2.40 0.20 0.40 171.60 59.58 0.98 0.058 0.000 0.058
4 2.40 2.60 0.20 0.60 164.96 63.02 0.94 0.052 0.000 0.052
5 2.60 2.80 0.20 0.80 154.89 65.86 0.89 0.047 0.000 0.047
6 2.80 3.00 0.20 1.00 142.57 71.47 0.81 0.040 0.000 0.040
7 3.00 3.20 0.20 1.20 129.30 79.96 0.74 0.032 0.000 0.032
8 3.20 3.40 0.20 1.40 116.13 88.63 0.66 0.026 0.000 0.026
9 3.40 3.60 0.20 1.60 103.73 90.85 0.59 0.023 0.000 0.023
10 3.60 3.80 0.20 1.80 92.42 90.51 0.53 0.020 0.000 0.020
11 3.80 4.00 0.20 2.00 82.32 89.61 0.47 0.018 0.000 0.018
12 4.00 4.20 0.20 2.20 73.41 89.41 0.42 0.016 0.000 0.016
13 4.20 4.40 0.20 2.40 65.62 96.80 0.37 0.014 0.000 0.014
14 4.40 4.60 0.20 2.60 58.82 104.02 0.34 0.011 0.000 0.011
15 4.60 4.80 0.20 2.80 52.89 103.35 0.30 0.010 0.000 0.010
16 4.80 5.00 0.20 3.00 47.72 94.96 0.27 0.010 0.000 0.010
17 5.00 5.20 0.20 3.20 43.20 96.79 0.25 0.009 0.000 0.009
18 5.20 5.40 0.20 3.40 39.25 107.42 0.22 0.007 0.000 0.007
19 5.40 5.60 0.20 3.60 35.77 117.56 0.20 0.006 0.000 0.006
20 5.60 5.80 0.20 3.80 32.71 114.75 0.19 0.006 0.000 0.006
21 5.80 6.00 0.20 4.00 30.00 116.98 0.17 0.005 0.000 0.005
22 6.00 6.20 0.20 4.20 27.60 127.87 0.16 0.004 0.000 0.004
23 6.20 6.40 0.20 4.40 25.46 140.37 0.15 0.004 0.000 0.004
24 6.40 6.60 0.20 4.60 23.55 148.12 0.13 0.003 0.000 0.003
Total primary settlement: 0.52
Total secondary settlement: 0.00
Total calculated settlement: 0.52
Abbreviations
Start depth of soil layer (penetration depth measured from ground free surface)End depth of soil layer (penetration depth measured from ground free surface)Thickness of soil layerDepth of calculation relative to footingStress influence factorFooting impossed stress:Effective stressConstrained modulus from CPTPrimary settlementSecondary settlemends due to creep
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:08 AM 38
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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Project: DED PLTM IBELE - WAMENA
GeoLogismiki
Geotechnical Engineers
Merarhias 56
http://www.geologismiki.gr
Total depth: 6.60 m
Surface Elevation: 0.00 m
SUNGAI IBELE KABUPATEN WAMENA
Coords: X:0, Y:0
Cone Type: Uknown
Cone Operator: Uknown
CPT: CPT-03
Location:
Bearing Capacity calculation isperfromed based on the formula:
No B(m)
StartDepth
(m)
End Depth(m)
Soil Press.(kPa)
Ult. bearingcap. (kPa)
1 1.00 1.90 2.40 6.09 36.10 1254.57
2 1.20 1.90 2.50 6.09 36.10 1254.57
3 1.40 1.90 2.60 6.09 36.10 1254.57
4 1.60 1.90 2.70 5.89 36.10 1213.41
5 1.80 1.90 2.80 5.80 36.10 1196.86
6 2.00 1.90 2.90 5.80 36.10 1196.86
7 2.20 1.90 3.00 5.91 36.10 1217.70
8 2.40 1.90 3.10 5.91 36.10 1217.70
9 2.60 1.90 3.20 6.15 36.10 1266.0010 2.80 1.90 3.30 6.15 36.10 1266.00
11 3.00 1.90 3.40 6.39 36.10 1314.46
12 3.20 1.90 3.50 6.39 36.10 1314.46
13 3.40 1.90 3.60 6.55 36.10 1346.69
14 3.60 1.90 3.70 6.55 36.10 1346.69
15 3.80 1.90 3.80 6.64 36.10 1364.15
16 4.00 1.90 3.90 6.64 36.10 1364.15
17 4.20 1.90 4.00 6.79 36.10 1395.03
18 4.40 1.90 4.10 6.79 36.10 1395.03
19 4.60 1.90 4.20 7.00 36.10 1436.24
20 4.80 1.90 4.30 7.00 36.10 1436.24
21 5.00 1.90 4.40 7.25 36.10 1485.57
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:08 AM 39
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
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This software is licensed to: PT Soilens
:: Permeability, k (m/s) ::
:: Young's Modulus, Es (MPa) ::
:: Relative Density, Dr (%) ::
:: State Parameter, ::
:: Peak drained friction angle, () ::
:: 1-D constrained modulus, M (MPa) ::
:: Small strain shear Modulus, Go (MPa) ::
:: Shear Wave Velocity, Vs (m/s) ::
:: Undrained peak shear strength, Su (kPa) ::
:: Overconsolidation Ratio, OCR ::
:: Remolded undrained shear strength, Su(rem) (kPa) ::
:: Unit Weight, g (kN/m) ::
References
Robertson, P.K., Cabal K.L., Guide to Cone Penetration Testing for Geotechnical Engineering, Gregg Drilling & Testing, Inc., 4th Edition, July 2010
Presented below is a list of formulas used for the estimation of various soil properties. The formulas are presented in SI unit system and assumethat all components are expressed in the same units.
Robertson, P.K., Interpretation of Cone Penetration Tests - a unified approach., Can. Geotech. J. 46(11): 13371355 (2009)
:: In situ Stress Ratio, Ko ::
http://www.geologismiki.gr/Guides/Guides.phphttp://www.cpt-robertson.com/pub.htmlhttp://www.cpt-robertson.com/pub.htmlhttp://www.geologismiki.gr/Guides/Guides.php