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Transcript of Pasir Ris
-
7/29/2019 Pasir Ris
1/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3300 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
Ultimate unit frictional resistance of soil, fs
Above cut of level
35
2120
ABH6
113.024
113.024
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
2/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3300 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
2880
ABH6
113.024
113.024
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
700
35
Above cut of level
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
3/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 4140 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
800
35
3770
ABH6
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Zone 4
Above cut of level
113.024
113.024
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
4/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 5160 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Zone 4
900
35
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
103.400
Soil Layer Description
4770
ABH6
113.024
113.024
Above cut of level
-
7/29/2019 Pasir Ris
5/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 5160 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Zone 4
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
113.024
113.024
103.400
Soil Layer Description
1000
35
5890
ABH6
Above cut of level
-
7/29/2019 Pasir Ris
6/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
7120
ABH6
113.024
113.024
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
1100
35
Above cut of level
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
7/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Zone 4
1200
35
8480
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Above cut of level
ABH6
113.024
113.024
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
8/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 2220 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
600
35
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
103.400
Soil Layer Description
1710
1100
ABH6
113.024
113.024
Above cut of level
-
7/29/2019 Pasir Ris
9/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 2220 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
113.024
113.024
103.400
Soil Layer Description
700
35
2150
1500
ABH6
Above cut of level
-
7/29/2019 Pasir Ris
10/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3300 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
3080
2100
ABH6
113.024
113.024
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
800
35
Above cut of level
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
11/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 4140 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
900
35
4000
2700
ABH6
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
Above cut of level
113.024
113.024
103.400
Soil Layer Description
-
7/29/2019 Pasir Ris
12/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 5160 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.62 9.62 0 0.0
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Zone 4
1000
35
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
103.400
Soil Layer Description
5030
3400
ABH6
113.024
113.024
Above cut of level
-
7/29/2019 Pasir Ris
13/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Zone 5
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPaUltimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
103.400
Soil Layer Description
Above cut of level
35
2120
BH8
112.456
112.456
-
7/29/2019 Pasir Ris
14/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPaUltimate unit base capacity of soil, fb
112.456
112.456
103.400
Soil Layer Description
Zone 5
700
35
2880
BH8
Above cut of level
-
7/29/2019 Pasir Ris
15/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
800
35
3770
BH8
Above cut of level
-
7/29/2019 Pasir Ris
16/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 4020 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
900
35
4770
BH8
Above cut of level
-
7/29/2019 Pasir Ris
17/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 4020 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
1000
35
5890
BH8
Above cut of level
-
7/29/2019 Pasir Ris
18/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
1100
35
7120
BH8
Above cut of level
-
7/29/2019 Pasir Ris
19/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
1200
35
8480
BH8
Above cut of level
-
7/29/2019 Pasir Ris
20/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
600
35
1710
1100
BH8
Above cut of level
-
7/29/2019 Pasir Ris
21/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
700
35
2150
1500
BH8
Above cut of level
-
7/29/2019 Pasir Ris
22/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
800
35
3080
2100
BH8
Above cut of level
-
7/29/2019 Pasir Ris
23/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 3900 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
900
35
4000
2700
BH8
Above cut of level
-
7/29/2019 Pasir Ris
24/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 4020 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.06 9.06 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.456
112.456
103.400
Soil Layer Description
Zone 5
1000
35
5030
3400
BH8
Above cut of level
-
7/29/2019 Pasir Ris
25/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pil
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3980 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Zone 6
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
103.400
Soil Layer Description
Above cut of level
35
2120
ABH4
112.600
112.600
-
7/29/2019 Pasir Ris
26/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3060 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
112.600
112.600
103.400
Soil Layer Description
Zone 6
700
35
2880
ABH4
Above cut of level
-
7/29/2019 Pasir Ris
27/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 2760 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
800
35
3770
ABH4
Above cut of level
-
7/29/2019 Pasir Ris
28/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
900
35
4770
ABH4
Above cut of level
HS
-
7/29/2019 Pasir Ris
29/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
== 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
1000
35
5890
ABH4
Above cut of level
HS
-
7/29/2019 Pasir Ris
30/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
1100
35
7120
ABH4
Above cut of level
HS
-
7/29/2019 Pasir Ris
31/87
Ground Engineering Pte Ltd
HS
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L.Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
1200
35
8480
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
32/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pil
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 4680 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
600
35
1710
1100
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
33/87
Ground Engineering Pte Ltd
HSL
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pil
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3980 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
700
35
2150
1500
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
34/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pi
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
800
35
3080
2100
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
35/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3060 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
900
35
4000
2700
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
36/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 2760 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.20 9.20 0 0.0
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
112.600
112.600
103.400
Soil Layer Description
Zone 6
1000
35
5030
3400
ABH4
Above cut of level
HSL
-
7/29/2019 Pasir Ris
37/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3360 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0
103.400
Soil Layer Description
Above cut of level
35
2120
ABH5
110.737
110.737
Zone 7
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UKPasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
G
HSL
-
7/29/2019 Pasir Ris
38/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3360 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
700
35
2880
ABH5
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UKPasir Ris Grove JY
G d E i i Pt Ltd
HSL
-
7/29/2019 Pasir Ris
39/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3060 Kb = 6 N' = SPT value of soil at level of pile t
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 1
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
800
35
3770
ABH5
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
40/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3900 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
900
35
4770
ABH5
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ Li ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
41/87
Ground Engineering Pte Ltd
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
1000
35
5890
ABH5
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
42/87
Ground Engineering Pte Ltd
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
1100
35
7120
ABH5
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
43/87
Ground Engineering Pte Ltd
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 7.34 7.34 0 0.0Above cut of level
110.737
110.737
103.400
Soil Layer Description
Zone 7
1200
35
8480
ABH5
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
44/87
Ground Engineering Pte Ltd
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0
103.400
Soil Layer Description
Above cut of level
35
2120
BH15
112.975
112.975
Zone 8
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UKPasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
45/87
g g
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
70035
2880
BH15
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UKPasir Ris Grove JY
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
46/87
g g
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
80035
3770
BH15
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
47/87
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along p
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 5280 Kb = 6 N' = SPT value of soil at level of pile to
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 13
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
90035
4770
BH15
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
48/87
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 3120 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
1000
35
5890
BH15
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
49/87
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 3240 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
1100
35
7120
BH15
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HS
-
7/29/2019 Pasir Ris
50/87
Project : Designed by :Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along
= 250 Ks = Design constant for shaft frictio
=
= 10 x N') x Kb 3060 Kb = 6 N' = SPT value of soil at level of pile
= 6000 Kb = Design constant for end-bearin
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BPConcrete Grade = N/mm
2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN &
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 9.57 9.57 0 0.0Above cut of level
112.975
112.975
103.400
Soil Layer Description
Zone 8
1200
35
8480
BH15
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
DESIGN CALCULA TION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Ground Engineering Pte Ltd
HSL G
-
7/29/2019 Pasir Ris
51/87
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pil
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 130
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 10.33 10.33 0 0.0
2 10 33 21 00 10 67 64 127 0D t V D Y ll i h Cl SAND ith t f G l
103.400
Soil Layer Description
Above cut of level
35
2120
ABH8
113.731
113.731
Zone 9
600
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
Maximum Ultimate unit base capacity of soil, fbmax kPa
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ultimate unit frictional resistance of soil, fs
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
52/87
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pi
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm2
Working Compression Load = kN
Working Tension Load = kN
Nearest S.I. Borehole =
Borehole Reduced Level = m R.L.
Existing Ground Level = m R.L.
Cut-off Level = m R.L. Based on Drawing No. 13032/PN & 130
Depth (m) Effective SPT Unit Skin
From To Depth (m) (N) Friction (kN/m)
1 0.00 10.33 10.33 0 0.0Above cut of level
113.731
113.731
103.400
Soil Layer Description
Zone 9
700
35
2880
ABH8
Maximum Ultimate unit base capacity of soil, fbmax kPa
Ultimate unit base capacity of rock, fb kPa
Ultimate Bearing Capacity, Qult [ fs ] x [ L i ] + [ fb ] x [ 2
/ 4 ]
Ultimate unit frictional resistance of soil, fs
Maximum Ultimate unit friction resistance of soil, fsmax kPa
Ultimate unit frictional resistance of rock, fs kPa
Ultimate unit base capacity of soil, fb
DESIGN CALCULATION FOR PILE LENGTH
Pasir Ris Condo (D'Nest) UK
Pasir Ris Grove JY
Ground Engineering Pte Ltd
HSL
-
7/29/2019 Pasir Ris
53/87
Project : Designed by :
Location: Checked by :
Date: 24-09-13
Computation of Capacity of Bored Pile based on Modified Meyerhof Formulae :
= (9.81 x N)/Ks Ks = 4.90 N = Average SPT value of soil along pi
= 250 Ks = Design constant for shaft friction
=
= 10 x N') x Kb 6000 Kb = 6 N' = SPT value of soil at level of pile toe
= 6000 Kb = Design constant for end-bearing
=
=
Pile Data :
Pile Reference Number =
Pile Diameter (mm) / Type = BP
Concrete Grade = N/mm
