7/31/2019 PileCal BH 1 6 7 8

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Load Bearing Capacity of Driven Pile Foundation

Project : BV Project (Offsite Area)

Location : Map Taphut, Rayong. Calculated by: Chinnawat

Boring No. : BH-1 Date:

Depth : 0.00-20.00 m.

Soil Condition and Soil Parameters

Ground Water Level (m)= -1.00

Top of Pile Level (m) = -1.00

Layer Depth (m) Thi ckness Soil Type Consistency SPT-N (blow/ ft .) Su F Total Unit

No. from to (m) or Rel.Density Nfield Nadjusted (T/m2) (

o) Weight (T/m

3)

1 0.00 2.50 2.50 Sand Very Loose 4 4 - 28 1.55

2 2.50 4.00 1.50 Sand Medium Dense 13 13 - 31 1.62

3 4.00 5.50 1.50 Sand Medium Dense 21 18 - 32.8 1.66

4 5.50 7.00 1.50 Sand Medium Dense 30 22.5 - 34.1 1.70

5 7.00 8.50 1.50 Sand Very Dense 69 42 - 39.2 2.12

6 8.50 10.00 1.50 Sand Dense 32 23.5 - 34.1 1.73

7 10.00 11.50 1.50 Sand Dense 33 24 - 34.6 1.75

8 11.50 20.00 8.50 Sand Very Dense 100 57.5 - 42.1 2.31

Pore Pressure and Overburden Pressure (Static Condition)

Ground Water Level (m)= -1.00

Depth at Mid.-Layer Total Overburden Pore Pressure Effective Overburden

(m.) Pressure (T/m2) (T/m

2) Pressure (T/m

2)

TOP Uo EOP

1.25 1.94 0.25 1.69

3.25 5.09 2.25 2.84

4.75 7.54 3.75 3.79

6.25 10.06 5.25 4.81

7.75 12.92 6.75 6.17

9.25 15.81 8.25 7.56

10.75 18.41 9.75 8.66

15.75 29.55 14.75 14.80

Skin Friction Capacity on Pile

Clay Sand

Layer Su Adhesion fs = a*Su F EOP Ko=1-sinF fs (T/m2) Qf=fs * L Sum of Qf

No. (T/m2) Factor,a (T/m

2) (

o) (T/m

2) KO*EOP*tan3/4F (T/m) (T/m)

1 - - - 28 1.69 0.531 0.344 0.86 0.86

2 - - - 31 2.84 0.485 0.591 0.89 1.75

3 - - - 32.8 3.79 0.458 0.795 1.19 2.94

4 - - - 34.1 4.81 0.439 1.010 1.52 4.45

5 - - - 39.2 6.17 0.368 1.279 1.92 6.37

6 - - - 34.1 7.56 0.439 1.589 2.38 8.76

7 - - - 34.6 8.66 0.432 1.822 2.73 11.49

8 - - - 42.1 14.80 0.330 2.998 25.48 36.97

End Bearing Capacity of Pile

Layer Pile Tip Clay Sand

No. Depth ,D SPT-N Su NC TOP qe=NC*SU+TOP SPT-N F Nq Uo EOP qe=Nq*EOP

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2)

1 1.25 - - - 1.94 - 4 28 6.5 0.25 1.69 10.97

2 3.25 - - - 5.09 - 13 31 13 2.25 2.84 36.873 4.75 - - - 7.54 - 18 32.8 20 3.75 3.79 75.78

4 6.25 - - - 10.06 - 22.5 34.1 27 5.25 4.81 129.74

5 7.75 - - - 12.92 - 42 39.2 79 6.75 6.17 487.36

6 9.25 - - - 15.81 - 23.5 34.1 27 8.25 7.56 204.00

7 10.75 - - - 18.41 - 24 34.6 30 9.75 8.66 259.86

8 15.75 - - - 29.55 - 57.5 42.1 115 14.75 14.80 1500.00

.. 7487

7 June 2012

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End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow /foot ) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.01

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.07

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.45

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T /m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Single Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 3.38 125.01 3.0 6.1 0.00 0.6 9.0 3.0

0.26 1.040 0.0676 3.38 125.01 3.5 8.5 0.00 0.8 12.0 4.0

0.30 1.200 0.09 3.38 125.01 4.1 11.3 0.00 1.1 15.3 5.0

0.35 1.400 0.1225 3.38 125.01 4.7 15.3 0.00 1.5 20.0 6.5

0.40 1.600 0.16 3.38 125.01 5.4 20.0 0.00 1.9 25.4 8.2

0.50 2.000 0.25 3.38 125.01 6.8 31.3 0.00 3.0 38.0 12.2

0.60 2.400 0.3600 3.38 125.01 8.1 45.0 0.00 4.3 53.1 16.9

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 4.45 421.07 3.9 20.4 0.00 0.7 24.3 9.0

0.26 1.040 0.0676 4.45 421.07 4.6 28.5 0.00 1.0 33.1 12.3

0.30 1.200 0.09 4.45 421.07 5.3 37.9 0.00 1.3 43.2 16.0

0.35 1.400 0.1225 4.45 421.07 6.2 51.6 0.00 1.8 57.8 21.4

0.40 1.600 0.16 4.45 421.07 7.1 67.4 0.00 2.3 74.5 27.5

0.50 2.000 0.25 4.45 421.07 8.9 105.3 0.00 3.6 114.2 42.1

0.60 2.400 0.3600 4.45 421.07 10.7 151.6 0.00 5.2 162.3 59.7

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 5.57 509.45 4.9 24.7 0.00 0.8 29.6 11.0

0.26 1.040 0.0676 5.57 509.45 5.8 34.4 0.00 1.1 40.2 15.0

0.30 1.200 0.09 5.57 509.45 6.7 45.9 0.00 1.5 52.5 19.5

0.35 1.400 0.1225 5.57 509.45 7.8 62.4 0.00 2.1 70.2 26.0

0.40 1.600 0.16 5.57 509.45 8.9 81.5 0.00 2.7 90.4 33.5

0.50 2.000 0.25 5.57 509.45 11.1 127.4 0.00 4.2 138.5 51.2

0.60 2.400 0.36 5.57 509.45 13.4 183.4 0.00 6.0 196.8 72.7

.. 7487

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3/26

End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.01

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.07

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.45

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Tension Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 3.38 0.00 3.0 0.0 0.00 0.6 3.0 1.2

0.26 1.040 0.0676 3.38 0.00 3.5 0.0 0.00 0.8 3.5 1.4

0.3 1.200 0.09 3.38 0.00 4.1 0.0 0.00 1.1 4.1 1.6

0.35 1.400 0.1225 3.38 0.00 4.7 0.0 0.00 1.5 4.7 1.9

0.40 1.600 0.16 3.38 0.00 5.4 0.0 0.00 1.9 5.4 2.2

0.50 2.000 0.25 3.38 0.00 6.8 0.0 0.00 3.0 6.8 2.7

0.60 2.400 0.3600 3.38 0.00 8.1 0.0 0.00 4.3 8.1 3.2

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 4.45 0.00 3.9 0.0 0.00 0.7 3.9 1.6

0.26 1.040 0.0676 4.45 0.00 4.6 0.0 0.00 1.0 4.6 1.9

0.3 1.200 0.09 4.45 0.00 5.3 0.0 0.00 1.3 5.3 2.1

0.35 1.400 0.1225 4.45 0.00 6.2 0.0 0.00 1.8 6.2 2.5

0.40 1.600 0.16 4.45 0.00 7.1 0.0 0.00 2.3 7.1 2.9

0.50 2.000 0.25 4.45 0.00 8.9 0.0 0.00 3.6 8.9 3.6

0.60 2.400 0.3600 4.45 0.00 10.7 0.0 0.00 5.2 10.7 4.3

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Square Pile

0.22 0.880 0.0484 5.57 0.00 4.9 0.0 0.00 0.8 4.9 2.0

0.26 1.040 0.0676 5.57 0.00 5.8 0.0 0.00 1.1 5.8 2.3

0.3 1.200 0.09 5.57 0.00 6.7 0.0 0.00 1.5 6.7 2.7

0.35 1.400 0.1225 5.57 0.00 7.8 0.0 0.00 2.1 7.8 3.1

0.40 1.600 0.16 5.57 0.00 8.9 0.0 0.00 2.7 8.9 3.6

0.50 2.000 0.25 5.57 0.00 11.1 0.0 0.00 4.2 11.1 4.5

0.60 2.400 0.36 5.57 0.00 13.4 0.0 0.00 6.0 13.4 5.3

.. 7487

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4/26

Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (mxm) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.22x0.22 5.00 3.0 6.1 9.0 0.6 3.0

0.26x0.26 5.00 3.5 8.5 12.0 0.8 4.0

0.30x0.30 5.00 4.1 11.3 15.3 1.1 5.0

0.35x0.35 5.00 4.7 15.3 20.0 1.5 6.5

0.40x0.40 5.00 5.4 20.0 25.4 1.9 8.2

0.50x0.50 5.00 6.8 31.3 38.0 3.0 12.2

0.60x0.60 5.00 8.1 45.0 53.1 4.3 16.9

-7.00 0.22x0.22 6.00 3.9 20.4 24.3 0.7 9.0

0.26x0.26 6.00 4.6 28.5 33.1 1.0 12.3

0.30x0.30 6.00 5.3 37.9 43.2 1.3 16.0

0.35x0.35 6.00 6.2 51.6 57.8 1.8 21.4

0.40x0.40 6.00 7.1 67.4 74.5 2.3 27.5

0.50x0.50 6.00 8.9 105.3 114.2 3.6 42.1

0.60x0.60 6.00 10.7 151.6 162.3 5.2 59.7

-8.00 0.22x0.22 7.00 4.9 24.7 29.6 0.8 11.0

0.26x0.26 7.00 5.8 34.4 40.2 1.1 15.0

0.30x0.30 7.00 6.7 45.9 52.5 1.5 19.5

0.35x0.35 7.00 7.8 62.4 70.2 2.1 26.0

0.40x0.40 7.00 8.9 81.5 90.4 2.7 33.5

0.50x0.50 7.00 11.1 127.4 138.5 4.2 51.2

0.60x0.60 7.00 13.4 183.4 196.8 6.0 72.7

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

TABLE 1.1a RECOMMENDED ALLOWABLE LOAD FOR SINGLE SQUARE PILE (COMPRESSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

.. 7487

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5/26

Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (mxm) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.22x0.22 5.00 3.0 0.0 3.0 0.6 1.2

0.26x0.26 5.00 3.5 0.0 3.5 0.8 1.4

0.30x0.30 5.00 4.1 0.0 4.1 1.1 1.6

0.35x0.35 5.00 4.7 0.0 4.7 1 1.9

0.40x0.40 5.00 5.4 0.0 5.4 2 2.2

0.50x0.50 5.00 6.8 0.0 6.8 3 2.7

0.60x0.60 5.00 8.1 0.0 8.1 4 3.2

-7.00 0.22x0.22 6.00 3.9 0.0 3.9 0.7 1.6

0.26x0.26 6.00 4.6 0.0 4.6 1.0 1.9

0.30x0.30 6.00 5.3 0.0 5.3 1.3 2.1

0.35x0.35 6.00 6.2 0.0 6.2 1.8 2.5

0.40x0.40 6.00 7.1 0.0 7.1 2.3 2.9

0.50x0.50 6.00 8.9 0.0 8.9 3.6 3.6

0.60x0.60 6.00 10.7 0.0 10.7 5.2 4.3

-8.00 0.22x0.22 7.00 4.9 0.0 4.9 0.8 2.0

0.26x0.26 7.00 5.8 0.0 5.8 1.1 2.3

0.30x0.30 7.00 6.7 0.0 6.7 1.5 2.7

0.35x0.35 7.00 7.8 0.0 7.8 2.1 3.1

0.40x0.40 7.00 8.9 0.0 8.9 2.7 3.6

0.50x0.50 7.00 11.1 0.0 11.1 4.2 4.5

0.60x0.60 7.00 13.4 0.0 13.4 6.0 5.3

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

.. 7487

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

TABLE 1.1b RECOMMENDED ALLOWABLE LOAD FOR SINGLE SQUARE PILE (TENSION)

7/31/2019 PileCal BH 1 6 7 8

6/26

Load Bearing Capacity of Driven Pile Foundation

Project : BV Project (Offsite Area)

Location : Map Taphut, Rayong. Calculated by: Chinnawat

Boring No. : BH-1 Date: 7-Jun-2012

Depth : 0.00-20.00 m.

Soil Condition and Soil Parameters

Ground Water Level (m)= -1.00

Top of Pile Level (m) = -1.00

Layer Depth (m) Thickness Soil Type Consistency SPT-N (blow/ft.) Su F Total Unit

No. from to (m) or Rel.Density Nfield Nadjusted (T/m2) (

o) Weight (T/m

3)

1 0.00 2.50 2.50 Sand Very Loose 4 4 - 28 1.55

2 2.50 4.00 1.50 Sand Medium Dense 13 13 - 31 1.62

3 4.00 5.50 1.50 Sand Medium Dense 21 18 - 32.8 1.66

4 5.50 7.00 1.50 Sand Medium Dense 30 22.5 - 34.1 1.70

5 7.00 8.50 1.50 Sand Very Dense 69 42 - 39.2 2.12

6 8.50 10.00 1.50 Sand Dense 32 23.5 - 34.1 1.73

7 10.00 11.50 1.50 Sand Dense 33 24 - 34.6 1.75

8 11.50 20.00 8.50 Sand Very Dense 100 57.5 - 42.1 2.31

Pore Pressure and Overburden Pressure (Static Condition)

Ground Water Level (m)= -1.00

Depth at Mid.-Layer Total Overburden Pore Pressure Effective Overburden

(m.) Pressure (T/m2) (T/m

2) Pressure (T/m

2)

TOP Uo EOP

1.25 1.94 0.25 1.69

3.25 5.09 2.25 2.84

4.75 7.54 3.75 3.79

6.25 10.06 5.25 4.81

7.75 12.92 6.75 6.17

9.25 15.81 8.25 7.56

10.75 18.41 9.75 8.66 15.75 29.55 14.75 14.80

Skin Friction Capacity on Pile

Clay Sand

Layer Su Adhesion fs = a*Su F EOP Ko=1-sinF fs (T/m2) Qf=fs * L Sum of Qf

No. (T/m2) Factor,a (T/m

2) (

o) (T/m

2) KO*EOP*tan3/4F (T/m) (T/m)

1 - - - 28 1.69 0.531 0.344 0.86 0.86

2 - - - 31 2.84 0.485 0.591 0.89 1.75

3 - - - 32.8 3.79 0.458 0.795 1.19 2.94

4 - - - 34.1 4.81 0.439 1.010 1.52 4.45

5 - - - 39.2 6.17 0.368 1.279 1.92 6.37

6 - - - 34.1 7.56 0.439 1.589 2.38 8.76

7 - - - 34.6 8.66 0.432 1.822 2.73 11.49

8 - - - 42.1 14.80 0.330 2.998 25.48 36.97

End Bearing Capacity of Pile

Layer Pile Tip Clay SandNo. Depth ,D SPT-N Su NC TOP qe=NC*SU+TOP SPT-N F Nq Uo EOP qe=Nq*EOP

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2)

1 1.25 - - - 1.94 - 4 28 6.5 0.25 1.69 10.97

2 3.25 - - - 5.09 - 13 31 13 2.25 2.84 36.87

3 4.75 - - - 7.54 - 18 32.8 20 3.75 3.79 75.78

4 6.25 - - - 10.06 - 22.5 34.1 27 5.25 4.81 129.74

5 7.75 - - - 12.92 - 42 39.2 79 6.75 6.17 487.36

6 9.25 - - - 15.81 - 23.5 34.1 27 8.25 7.56 204.00

7 10.75 - - - 18.41 - 24 34.6 30 9.75 8.66 259.86

8 15.75 - - - 29.55 - 57.5 42.1 115 14.75 14.80 1500.00

.. 7487

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7/26

End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.0

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.0

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.4

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Single Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 3.38 125.01 3.7 4.1 0.00 0.4 7.8 2.7

0.26 1.240 0.048 3.38 125.01 4.2 6.0 0.00 0.6 10.2 3.5

0.30 1.510 0.060 3.38 125.01 5.1 7.5 0.00 0.7 12.6 4.3

0.35 1.710 0.080 3.38 125.01 5.8 10.0 0.00 1.0 15.7 5.3

0.40 1.950 0.107 3.38 125.01 6.6 13.3 0.00 1.3 19.9 6.7

0.45 2.140 0.150 3.38 125.01 7.2 18.8 0.00 1.8 26.0 8.6

0.525 2.440 0.205 3.38 125.01 8.2 25.6 0.00 2.5 33.9 11.1

7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 4.45 421.07 4.9 13.9 0.00 0.5 18.7 7.0

0.26 1.240 0.048 4.45 421.07 5.5 20.2 0.00 0.7 25.7 9.6

0.30 1.510 0.060 4.45 421.07 6.7 25.3 0.00 0.9 32.0 11.9

0.35 1.710 0.080 4.45 421.07 7.6 33.6 0.00 1.1 41.2 15.3

0.40 1.950 0.107 4.45 421.07 8.7 44.8 0.00 1.5 53.5 19.9

0.45 2.140 0.150 4.45 421.07 9.5 63.2 0.00 2.2 72.7 26.9

0.525 2.440 0.205 4.45 421.07 10.9 86.3 0.00 3.0 97.2 35.9

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 5.57 509.45 6.1 16.8 0.00 0.6 22.9 8.6

0.26 1.240 0.048 5.57 509.45 6.9 24.5 0.00 0.8 31.4 11.7

0.30 1.510 0.060 5.57 509.45 8.4 30.6 0.00 1.0 39.0 14.6

0.35 1.710 0.080 5.57 509.45 9.5 40.6 0.00 1.3 50.1 18.7

0.40 1.950 0.107 5.57 509.45 10.9 54.3 0.00 1.8 65.1 24.3

0.45 2.140 0.150 5.57 509.45 11.9 76.4 0.00 2.5 88.3 32.8

0.525 2.440 0.205 5.57 509.45 13.6 104.4 0.00 3.4 118.0 43.8

.. 7487

7/31/2019 PileCal BH 1 6 7 8

8/26

End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.01

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.07

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.45

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Tension Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 3.38 0.00 3.7 0.0 0.00 0.4 3.7 1.5

0.26 1.240 0.048 3.38 0.00 4.2 0.0 0.00 0.6 4.2 1.7

0.30 1.510 0.060 3.38 0.00 5.1 0.0 0.00 0.7 5.1 2.0

0.35 1.710 0.080 3.38 0.00 5.8 0.0 0.00 1.0 5.8 2.3

0.40 1.950 0.107 3.38 0.00 6.6 0.0 0.00 1.3 6.6 2.6

0.45 2.140 0.150 3.38 0.00 7.2 0.0 0.00 1.8 7.2 2.90.525 2.440 0.205 3.38 0.00 8.2 0.0 0.00 2.5 8.2 3.3

7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 4.45 0.00 4.9 0.0 0.00 0.5 4.9 1.9

0.26 1.240 0.048 4.45 0.00 5.5 0.0 0.00 0.7 5.5 2.2

0.30 1.510 0.060 4.45 0.00 6.7 0.0 0.00 0.9 6.7 2.7

0.35 1.710 0.080 4.45 0.00 7.6 0.0 0.00 1.1 7.6 3.0

0.40 1.950 0.107 4.45 0.00 8.7 0.0 0.00 1.5 8.7 3.5

0.45 2.140 0.150 4.45 0.00 9.5 0.0 0.00 2.2 9.5 3.8

0.525 2.440 0.205 4.45 0.00 10.9 0.0 0.00 3.0 10.9 4.3

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

I Pile

0.22 1.090 0.033 5.57 0.00 6.1 0.0 0.00 0.6 6.1 2.4

0.26 1.240 0.048 5.57 0.00 6.9 0.0 0.00 0.8 6.9 2.80.30 1.510 0.060 5.57 0.00 8.4 0.0 0.00 1.0 8.4 3.4

0.35 1.710 0.080 5.57 0.00 9.5 0.0 0.00 1.3 9.5 3.8

0.40 1.950 0.107 5.57 0.00 10.9 0.0 0.00 1.8 10.9 4.3

0.45 2.140 0.150 5.57 0.00 11.9 0.0 0.00 2.5 11.9 4.8

0.525 2.440 0.205 5.57 0.00 13.6 0.0 0.00 3.4 13.6 5.4

.. 7487

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Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (mxm) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 I 0.22x0.22 5.00 3.7 4.1 7.8 0.4 2.7

I 0.26x0.26 5.00 4.2 6.0 10.2 0.6 3.5

I 0.30x0.30 5.00 5.1 7.5 12.6 0.7 4.3

I 0.35x0.35 5.00 5.8 10.0 15.7 1.0 5.3

I 0.40x0.40 5.00 6.6 13.3 19.9 1.3 6.7

I 0.45x0.45 5.00 7.2 18.8 26.0 1.8 8.6

I 0.525x0.525 5.00 8.2 25.6 33.9 2.5 11.1

-7.00 I 0.22x0.22 6.00 4.9 13.9 18.7 0.5 7.0

I 0.26x0.26 6.00 5.5 20.2 25.7 0.7 9.6

I 0.30x0.30 6.00 6.7 25.3 32.0 0.9 11.9

I 0.35x0.35 6.00 7.6 33.6 41.2 1.1 15.3

I 0.40x0.40 6.00 8.7 44.8 53.5 1.5 19.9

I 0.45x0.45 6.00 9.5 63.2 72.7 2.2 26.9

I 0.525x0.525 6.00 10.9 86.3 97.2 3.0 35.9

-8.00 I 0.22x0.22 7.00 6.1 16.8 22.9 0.6 8.6

I 0.26x0.26 7.00 6.9 24.5 31.4 0.8 11.7

I 0.30x0.30 7.00 8.4 30.6 39.0 1.0 14.6

I 0.35x0.35 7.00 9.5 40.6 50.1 1.3 18.7

I 0.40x0.40 7.00 10.9 54.3 65.1 1.8 24.3

I 0.45x0.45 7.00 11.9 76.4 88.3 2.5 32.8

I 0.525x0.525 7.00 13.6 104.4 118.0 3.4 43.8

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

TABLE 1.2a RECOMMENDED ALLOWABLE LOAD FOR SINGLE I-SHAPE PILE (COMPRESSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

.. 7487

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Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (mxm) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 I 0.22x0.22 5.00 3.7 0.0 3.7 0.4 1.5

I 0.26x0.26 5.00 4.2 0.0 4.2 0.6 1.7

I 0.30x0.30 5.00 5.1 0.0 5.1 0.7 2.0

I 0.35x0.35 5.00 5.8 0.0 5.8 1 2.3

I 0.40x0.40 5.00 6.6 0.0 6.6 1 2.6

I 0.45x0.45 5.00 7.2 0.0 7.2 2 2.9

I 0.525x0.525 5.00 8.2 0.0 8.2 2 3.3

-7.00 I 0.22x0.22 6.00 4.9 0.0 4.9 0.5 1.9

I 0.26x0.26 6.00 5.5 0.0 5.5 0.7 2.2

I 0.30x0.30 6.00 6.7 0.0 6.7 0.9 2.7

I 0.35x0.35 6.00 7.6 0.0 7.6 1.1 3.0

I 0.40x0.40 6.00 8.7 0.0 8.7 1.5 3.5

I 0.45x0.45 6.00 9.5 0.0 9.5 2.2 3.8

I 0.525x0.525 6.00 10.9 0.0 10.9 3.0 4.3

-8.00 I 0.22x0.22 7.00 6.1 0.0 6.1 0.6 2.4

I 0.26x0.26 7.00 6.9 0.0 6.9 0.8 2.8

I 0.30x0.30 7.00 8.4 0.0 8.4 1.0 3.4

I 0.35x0.35 7.00 9.5 0.0 9.5 1.3 3.8

I 0.40x0.40 7.00 10.9 0.0 10.9 1.8 4.3

I 0.45x0.45 7.00 11.9 0.0 11.9 2.5 4.8

I 0.525x0.525 7.00 13.6 0.0 13.6 3.4 5.4

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

.. 7487

TABLE 1.2b RECOMMENDED ALLOWABLE LOAD FOR SINGLE I-SHAPE PILE (TENSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

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Load Bearing Capacity of Driven Pile Foundation

Project : BV Project (Offsite Area)

Location : Map Taphut, Rayong. Calculated by: Chinnawat

Boring No. : BH-1 Date: 7-Jun-2012

Depth : 0.00-20.00 m.

Soil Condition and Soil Parameters

Ground Water Level (m)= -1.00

Top of Pile Level (m) = -1.00

Layer Depth (m) Thickness Soil Type Consistency SPT-N (blow/ft.) Su F Total Unit

No. from to (m) or Rel.Density Nfield Nadjusted (T/m2) (

o) Weight (T/m

3)

1 0.00 2.50 2.50 Sand Very Loose 4 4 - 28 1.55

2 2.50 4.00 1.50 Sand Medium Dense 13 13 - 31 1.62

3 4.00 5.50 1.50 Sand Medium Dense 21 18 - 32.8 1.66

4 5.50 7.00 1.50 Sand Medium Dense 30 22.5 - 34.1 1.70

5 7.00 8.50 1.50 Sand Very Dense 69 42 - 39.2 2.12

6 8.50 10.00 1.50 Sand Dense 32 23.5 - 34.1 1.73

7 10.00 11.50 1.50 Sand Dense 33 24 - 34.6 1.75

8 11.50 20.00 8.50 Sand Very Dense 100 57.5 - 42.1 2.31

Pore Pressure and Overburden Pressure (Static Condition)

Ground Water Level (m)= -1.00

Depth at Mid.-Layer Total Overburden Pore Pressure Effective Overburden

(m.) Pressure (T/m2) (T/m

2) Pressure (T/m

2)

TOP Uo EOP

1.25 1.94 0.25 1.69

3.25 5.09 2.25 2.84

4.75 7.54 3.75 3.79

6.25 10.06 5.25 4.81

7.75 12.92 6.75 6.17

9.25 15.81 8.25 7.56

10.75 18.41 9.75 8.66 15.75 29.55 14.75 14.80

Skin Friction Capacity on PileClay Sand

Layer Su Adhesion f s = a*Su F EOP Ko=1-sinF fs (T/m ) Qf=fs * L Sum of Qf

No. (T/m ) Factor,a (T/m ) (o

) (T/m ) KO*EOP*tan3/4F (T/m) (T/m)

1 - - - 28 1.69 0.531 0.344 0.86 0.86

2 - - - 31 2.84 0.485 0.591 0.89 1.75

3 - - - 32.8 3.79 0.458 0.795 1.19 2.94

4 - - - 34.1 4.81 0.439 1.010 1.52 4.45

5 - - - 39.2 6.17 0.368 1.279 1.92 6.37

6 - - - 34.1 7.56 0.439 1.589 2.38 8.76

7 - - - 34.6 8.66 0.432 1.822 2.73 11.49

8 - - - 42.1 14.80 0.330 2.998 25.48 36.97

End Bearing Capacity of Pile

Layer Pile Tip Clay Sand

No. Depth ,D SPT-N Su NC TOP qe=NC*SU+TOP SPT-N F Nq Uo EOP qe=Nq*EOP

(m) (blow/foot) (T/m ) (T/m ) (T/m ) (blow/foot) (o

) (T/m ) (T/m ) (T/m )

1 1.25 - - - 1.94 - 4 28 6.5 0.25 1.69 10.97

2 3.25 - - - 5.09 - 13 31 13 2.25 2.84 36.87

3 4.75 - - - 7.54 - 18 32.8 20 3.75 3.79 75.78

4 6.25 - - - 10.06 - 22.5 34.1 27 5.25 4.81 129.74

5 7.75 - - - 12.92 - 42 39.2 79 6.75 6.17 487.36

6 9.25 - - - 15.81 - 23.5 34.1 27 8.25 7.56 204.00

7 10.75 - - - 18.41 - 24 34.6 30 9.75 8.66 259.86

8 15.75 - - - 29.55 - 57.5 42.1 115 14.75 14.80 1500.00

.. 7487

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End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m ) (T/m ) (T/m ) (blow/foot) (o

) (T/m ) (T/m ) (T/m ) (T/m )

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.0

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.0

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.4

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Single Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 3.38 125.01 3.2 5.7 0.00 0.5 8.8 3.0

0.35 1.099 0.0582 3.38 125.01 3.7 7.3 0.00 0.7 11.0 3.7

0.40 1.256 0.0766 3.38 125.01 4.2 9.6 0.00 0.9 13.8 4.6

0.45 1.413 0.0930 3.38 125.01 4.8 11.6 0.00 1.1 16.4 5.4

0.50 1.570 0.1159 3.38 125.01 5.3 14.5 0.00 1.4 19.8 6.5

0.60 1.884 0.1571 3.38 125.01 6.4 19.6 0.00 1.9 26.0 8.5

0.80 2.512 0.2563 3.38 125.01 8.5 32.0 0.00 3.1 40.5 13.1

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 4.45 421.07 4.2 19.0 0.00 0.7 23.2 8.6

0.35 1.099 0.0582 4.45 421.07 4.9 24.5 0.00 0.8 29.4 10.9

0.40 1.256 0.0766 4.45 421.07 5.6 32.3 0.00 1.1 37.8 14.0

0.45 1.413 0.0930 4.45 421.07 6.3 39.2 0.00 1.3 45.5 16.8

0.50 1.570 0.1159 4.45 421.07 7.0 48.8 0.00 1.7 55.8 20.6

0.60 1.884 0.1571 4.45 421.07 8.4 66.2 0.00 2.3 74.5 27.6

0.80 2.512 0.2563 4.45 421.07 11.2 107.9 0.00 3.7 119.1 44.0

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 5.57 509.45 5.2 23.0 0.00 0.8 28.3 10.6

0.35 1.099 0.0582 5.57 509.45 6.1 29.7 0.00 1.0 35.8 13.3

0.40 1.256 0.0766 5.57 509.45 7.0 39.0 0.00 1.3 46.0 17.1

0.45 1.413 0.0930 5.57 509.45 7.9 47.4 0.00 1.6 55.3 20.50.50 1.570 0.1159 5.57 509.45 8.7 59.0 0.00 1.9 67.8 25.2

0.60 1.884 0.1571 5.57 509.45 10.5 80.0 0.00 2.6 90.5 33.6

0.80 2.512 0.2563 5.57 509.45 14.0 130.6 0.00 4.3 144.6 53.5

.. 7487

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End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m ) (T/m ) (T/m ) (blow/foot) (o

) (T/m ) (T/m ) (T/m ) (T/m )

6.00 - - - 9.63 - 22.5 34.1 27 5.00 4.63 125.01 125.0

7.00 - - - 11.33 - 42 39.2 79 6.00 5.33 421.07 421.0

8.00 - - - 13.45 - 42 39.2 79 7.00 6.45 509.45 509.4

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at T ip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.38 3.38

7.00 0.00 39.20 5.33 0.368 1.11 4.45 4.45

8.00 0.00 39.20 5.39 0.368 1.12 5.57 5.57

Load Capacity of Tension Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 3.38 0.00 3.2 0.0 0.00 0.5 3.2 1.3

0.35 1.099 0.0582 3.38 0.00 3.7 0.0 0.00 0.7 3.7 1.5

0.40 1.256 0.0766 3.38 0.00 4.2 0.0 0.00 0.9 4.2 1.7

0.45 1.413 0.0930 3.38 0.00 4.8 0.0 0.00 1.1 4.8 1.9

0.50 1.570 0.1159 3.38 0.00 5.3 0.0 0.00 1.4 5.3 2.1

0.60 1.884 0.1571 3.38 0.00 6.4 0.0 0.00 1.9 6.4 2.5

0.80 2.512 0.2563 3.38 0.00 8.5 0.0 0.00 3.1 8.5 3.4

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 4.45 0.00 4.2 0.0 0.00 0.7 4.2 1.7

0.35 1.099 0.0582 4.45 0.00 4.9 0.0 0.00 0.8 4.9 2.0

0.40 1.256 0.0766 4.45 0.00 5.6 0.0 0.00 1.1 5.6 2.2

0.45 1.413 0.0930 4.45 0.00 6.3 0.0 0.00 1.3 6.3 2.5

0.50 1.570 0.1159 4.45 0.00 7.0 0.0 0.00 1.7 7.0 2.8

0.60 1.884 0.1571 4.45 0.00 8.4 0.0 0.00 2.3 8.4 3.4

0.80 2.512 0.2563 4.45 0.00 11.2 0.0 0.00 3.7 11.2 4.5

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Spun Pile

0.30 0.942 0.0452 5.57 0.00 5.2 0.0 0.00 0.8 5.2 2.1

0.35 1.099 0.0582 5.57 0.00 6.1 0.0 0.00 1.0 6.1 2.4

0.40 1.256 0.0766 5.57 0.00 7.0 0.0 0.00 1.3 7.0 2.8

0.45 1.413 0.0930 5.57 0.00 7.9 0.0 0.00 1.6 7.9 3.1

0.50 1.570 0.1159 5.57 0.00 8.7 0.0 0.00 1.9 8.7 3.5

0.60 1.884 0.1571 5.57 0.00 10.5 0.0 0.00 2.6 10.5 4.2

0.80 2.512 0.2563 5.57 0.00 14.0 0.0 0.00 4.3 14.0 5.6

.. 7487

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Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (Diameter, m.) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.30 5.00 3.2 5.7 8.8 0.5 3.0

0.35 5.00 3.7 7.3 11.0 0.7 3.7

0.40 5.00 4.2 9.6 13.8 0.9 4.6

0.45 5.00 4.8 11.6 16.4 1.1 5.4

0.50 5.00 5.3 14.5 19.8 1.4 6.5

0.60 5.00 6.4 19.6 26.0 1.9 8.5

0.80 5.00 8.5 32.0 40.5 3.1 13.1

-7.00 0.30 6.00 4.2 19.0 23.2 0.7 8.6

0.35 6.00 4.9 24.5 29.4 0.8 10.9

0.40 6.00 5.6 32.3 37.8 1.1 14.0

0.45 6.00 6.3 39.2 45.5 1.3 16.8

0.50 6.00 7.0 48.8 55.8 1.7 20.6

0.60 6.00 8.4 66.2 74.5 2.3 27.6

0.80 6.00 11.2 107.9 119.1 3.7 44.0

-8.00 0.30 7.00 5.2 23.0 28.3 0.8 10.6

0.35 7.00 6.1 29.7 35.8 1.0 13.3

0.40 7.00 7.0 39.0 46.0 1.3 17.1

0.45 7.00 7.9 47.4 55.3 1.6 20.5

0.50 7.00 8.7 59.0 67.8 1.9 25.2

0.60 7.00 10.5 80.0 90.5 2.6 33.6

0.80 7.00 14.0 130.6 144.6 4.3 53.5

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

TABLE 1.3a RECOMMENDED ALLOWABLE LOAD FOR SINGLE SPUN PILE (COMPRESSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

.. 7487

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15/26

Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (Diameter, m.) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.30 5.00 3.2 0.0 3.2 0.5 1.3

0.35 5.00 3.7 0.0 3.7 0.7 1.5

0.40 5.00 4.2 0.0 4.2 0.9 1.7

0.45 5.00 4.8 0.0 4.8 1 1.9

0.50 5.00 5.3 0.0 5.3 1 2.1

0.60 5.00 6.4 0.0 6.4 2 2.5

0.80 5.00 8.5 0.0 8.5 3 3.4

-7.00 0.30 6.00 4.2 0.0 4.2 0.7 1.7

0.35 6.00 4.9 0.0 4.9 0.8 2.0

0.40 6.00 5.6 0.0 5.6 1.1 2.2

0.45 6.00 6.3 0.0 6.3 1.3 2.5

0.50 6.00 7.0 0.0 7.0 1.7 2.8

0.60 6.00 8.4 0.0 8.4 2.3 3.4

0.80 6.00 11.2 0.0 11.2 3.7 4.5

-8.00 0.30 7.00 5.2 0.0 5.2 0.8 2.1

0.35 7.00 6.1 0.0 6.1 1.0 2.4

0.40 7.00 7.0 0.0 7.0 1.3 2.8

0.45 7.00 7.9 0.0 7.9 1.6 3.1

0.50 7.00 8.7 0.0 8.7 1.9 3.5

0.60 7.00 10.5 0.0 10.5 2.6 4.2

0.80 7.00 14.0 0.0 14.0 4.3 5.6

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

.. 7487

TABLE 1.3b RECOMMENDED ALLOWABLE LOAD FOR SINGLE SPUN PILE (TENSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

7/31/2019 PileCal BH 1 6 7 8

16/26

D

Qu(t/m2) Su Reduc N PHI Nq

0 0 1 2 27 6.5 Very Loose

1 0.5 0.99 4 28 6.5 Loose

2 1 0.98 6 28.7 7 Medium Dense

3 1.5 0.96 8 29.5 7.5 Dense

4 2 0.95 10 30.2 11 Very Dense

5 2.5 0.94 12 31 13 Very Soft

6 3 0.92 14 31.6 15 Soft

7 3.5 0.9 16 32.2 17.5 Medium Stiff

8 4 0.87 18 32.8 20 Stiff

9 4.5 0.85 20 33.5 23 Very Stiff

10 5 0.82 22 34.1 27 Hard

11 5.5 0.79 24 34.6 30

12 6 0.76 26 35.3 33

13 6.5 0.72 28 35.7 38

14 7 0.69 30 36.2 43

15 7.5 0.66 32 37 47.5

16 8 0.64 34 37.3 52

17 8.5 0.61 36 37.7 59

18 9 0.59 38 38.4 66

19 9.5 0.57 40 39 74

20 10 0.55 42 39.2 79

Page 16

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D

21 10.5 0.53 44 39.6 85.5

22 11 0.52 46 40.2 92.5

23 11.5 0.5 48 40.6 98

24 12 0.49 50 41 102

25 12.5 0.48 52 41.4 110

26 13 0.47 54 41.8 115

27 13.5 0.46 56 42.1 115

28 14 0.45 58 42.5 115

29 14.5 0.441 60 42.8 115

30 15 0.44 62 43.1 115

31 15.5 0.438 64 43.4 115

32 16 0.43 66 43.7 115

33 16.5 0.428 68 44 115

34 17 0.422 70 44.2 115

35 17.5 0.42

36 18 0.42

37 18.5 0.42

38 19 0.42

39 19.5 0.42

40 20 0.42

41 20.5 0.42

42 21 0.42

Page 17

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D

43 21.5 0.42

44 22 0.42

45 22.5 0.42

46 23 0.42

47 23.5 0.42

48 24 0.42

49 24.5 0.42

50 25 0.42

52 26 0.42

54 27 0.42

56 28 0.42

58 29 0.42

60 30 0.42

62 31 0.42

64 32 0.42

66 33 0.42

68 34 0.42

Page 18

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Load Bearing Capacity of Bored Pile Foundation

Project : BV Project (Offsite Area)

Location : Map Taphut, Rayong. Calculated by: Chinnawat

Boring No. : BH-1 Date:

Depth : 0.00-20.00 m.

Soil Condition and Soil Parameters

Ground Water Level (m)= -1.00

Top of Pile Level (m) = -1.00

Layer Depth (m) Thickness Soil Type Consistency SPT-N (blow/f t.) Su F Total Unit

No. from to (m) or Rel.Density Nfield Nadjusted (T/m2) (

o) Weight (T/m

3)

1 0.00 2.50 2.50 Sand Very Loose 4 4 - 27 1.55

2 2.50 4.00 1.50 Sand Medium Dense 13 13 - 31 1.62

3 4.00 5.50 1.50 Sand Medium Dense 21 18 - 32.8 1.66

4 5.50 7.00 1.50 Sand Medium Dense 30 22.5 - 34.1 1.70

5 7.00 8.50 1.50 Sand Very Dense 69 42 - 39.2 2.12

6 8.50 10.00 1.50 Sand Dense 32 23.5 - 34.1 1.73

7 10.00 11.50 1.50 Sand Dense 33 24 - 34.6 1.75

8 11.50 20.00 8.50 Sand Very Dense 100 57.5 - 42.1 2.31

Pore Pressure and Overburden Pressure (Static Condition)

Ground Water Level (m)= -1.00

Depth at Mid.-Layer Total Overburden Pore Pressure Effective Overburden

(m.) Pressure (T/m2) (T/m

2) Pressure (T/m

2)

TOP Uo EOP

1.25 1.94 0.25 1.69

3.25 5.09 2.25 2.84

4.75 7.54 3.75 3.79

6.25 10.06 5.25 4.81

7.75 12.92 6.75 6.17

9.25 15.81 8.25 7.56

10.75 18.41 9.75 8.66 15.75 29.55 14.75 14.80

Skin Friction Capacity on PileClay Sand

Layer Su Adhesion fs = a*Su F EOP Ko=1-sinF fs (T/m2) Qf=fs * L Sum of Qf

No. (T/m2) Factor,a (T/m

2) (

o) (T/m

2) KO*EOP*tan3/4F (T/m) (T/m)

1 - - - 27 1.69 0.546 0.340 0.85 0.85

2 - - - 31 2.84 0.485 0.591 0.89 1.74

3 - - - 32.8 3.79 0.458 0.795 1.19 2.93

4 - - - 34.1 4.81 0.439 1.010 1.52 4.44

5 - - - 39.2 6.17 0.368 1.279 1.92 6.36

6 - - - 34.1 7.56 0.439 1.589 2.38 8.75

7 - - - 34.6 8.66 0.432 1.822 2.73 11.48

8 - - - 42.1 14.80 0.330 2.998 25.48 36.96

End Bearing Capacity of Pile

Layer Pile Tip Clay Sand

No. Depth ,D SPT-N Su NC TOP qe=NC*SU+TOP SPT-N F Nq Uo EOP qe=Nq*EOP

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2)

1 1.25 - - - 1.94 - 4 27 6.5 0.25 1.69 10.97

2 3.25 - - - 5.09 - 13 31 10.4 2.25 2.84 29.50

3 4.75 - - - 7.54 - 18 32.8 16 3.75 3.79 60.62

4 6.25 - - - 10.06 - 22.5 34.1 21.6 5.25 4.81 103.79

5 7.75 - - - 12.92 - 42 39.2 63.2 6.75 6.17 389.88

6 9.25 - - - 15.81 - 23.5 34.1 21.6 8.25 7.56 163.20

7 10.75 - - - 18.41 - 24 34.6 24 9.75 8.66 207.89

8 15.75 - - - 29.55 - 57.5 42.1 92 14.75 14.80 1000.00

7 June 2012

.. 7487

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End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 21.6 5.00 4.63 100.01 100.01

7.00 - - - 11.33 - 42 39.2 63.2 6.00 5.33 336.86 336.86

8.00 - - - 13.45 - 42 39.2 63.2 7.00 6.45 407.56 407.56

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer(T/m2) KO*EOP*tan3/4 (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.37 3.37

7.00 0.00 39.20 5.33 0.368 1.11 4.44 4.44

8.00 0.00 39.20 5.39 0.368 1.12 5.56 5.56

-

Load Capacity of Single Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 3.37 100.01 3.7 9.6 0 1.2 13.3 4.2

0.50 1.570 0.1963 3.37 100.01 5.3 19.6 0 2.4 24.9 7.6

0.60 1.884 0.2826 3.37 100.01 6.4 28.3 0 3.4 34.6 10.5

0.80 2.512 0.5024 3.37 100.01 8.5 50.2 0 6.0 58.7 17.5

1.00 3.140 0.7850 3.37 100.01 10.6 78.5 0 9.4 89.1 26.2

1.20 3.768 1.1304 3.37 100.01 12.7 113.0 0 13.6 125.8 36.7

1.50 4.710 1.7663 3.37 100.01 15.9 176.6 0 21.2 192.5 55.8

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 4.44 336.86 4.9 32.4 0 1.4 37.3 13.5

0.50 1.570 0.1963 4.44 336.86 7.0 66.1 0 2.8 73.1 26.4

0.60 1.884 0.2826 4.44 336.86 8.4 95.2 0 4.1 103.6 37.4

0.80 2.512 0.5024 4.44 336.86 11.2 169.2 0 7.2 180.4 64.9

1.00 3.140 0.7850 4.44 336.86 14.0 264.4 0 11.3 278.4 100.1

1.20 3.768 1.1304 4.44 336.86 16.7 380.8 0 16.3 397.5 142.7

1.50 4.710 1.7663 4.44 336.86 20.9 595.0 0 25.4 615.9 220.9

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 5.56 407.56 6.1 39.2 0 1.6 45.3 16.5

0.50 1.570 0.1963 5.56 407.56 8.7 80.0 0 3.3 88.7 32.2

0.60 1.884 0.2826 5.56 407.56 10.5 115.2 0 4.7 125.7 45.5

0.80 2.512 0.5024 5.56 407.56 14.0 204.8 0 8.4 218.7 79.1

1.00 3.140 0.7850 5.56 407.56 17.5 319.9 0 13.2 337.4 121.8

1.20 3.768 1.1304 5.56 407.56 21.0 460.7 0 19.0 481.7 173.71.50 4.710 1.7663 5.56 407.56 26.2 719.9 0 29.7 746.0 268.7

.. 7487

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End Bearing Capacity of Pile at Specify Tip

Pile Tip Clay Sand

Depth ,D SPT-N Su Nc TOP qe=Nc*Su+TOP SPT-N F Nq Uo EOP qe=Nq*EOP qe

(m) (blow/foot) (T/m2) (T/m

2) (T/m

2) (blow/foot) (

o) (T/m

2) (T/m

2) (T/m

2) (T/m

2)

6.00 - - - 9.63 - 22.5 34.1 21.6 5.00 4.63 100.01 100.01

7.00 - - - 11.33 - 42 39.2 63.2 6.00 5.33 336.86 336.868.00 - - - 13.45 - 42 39.2 63.2 7.00 6.45 407.56 407.56

Skin Friction Capacity on Pile at Specify Tip

Pile Tip Clay Sand

Depth, D Sum of Qf of Tip EOP at Tip Ko=1-sinF fs (T/m2) Sum of Qf Total of Qf

(m) (T/m) (o

) Layer (T /m2) KO*EOP*tan3/4F (T/m) (T/m)

6.00 0.00 34.10 4.21 0.439 0.88 3.37 3.37

7.00 0.00 39.20 5.33 0.368 1.11 4.44 4.44

8.00 0.00 39.20 5.39 0.368 1.12 5.56 5.56

-

Load Capacity of Tension Pile ( from Boring No. BH-1 )

Pile Size P A Sum of qf qe Qf Qe NF Wp Qu Qa

(m) (m) (m2) (T/m) (T/m

2) (T) (T) (T) (T) (T) (T)

Pile Tip = 6.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 3.37 0.00 3.7 0.0 0 1.2 3.7 1.5

0.50 1.570 0.1963 3.37 0.00 5.3 0.0 0 2.4 5.3 2.1

0.60 1.884 0.2826 3.37 0.00 6.4 0.0 0 3.4 6.4 2.5

0.80 2.512 0.5024 3.37 0.00 8.5 0.0 0 6.0 8.5 3.4

1.00 3.140 0.7850 3.37 0.00 10.6 0.0 0 9.4 10.6 4.2

1.20 3.768 1.1304 3.37 0.00 12.7 0.0 0 13.6 12.7 5.1

1.50 4.710 1.7663 3.37 0.00 15.9 0.0 0 21.2 15.9 6.4

Pile Tip = 7.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 4.44 0.00 4.9 0.0 0 1.4 4.9 2.0

0.50 1.570 0.1963 4.44 0.00 7.0 0.0 0 2.8 7.0 2.8

0.60 1.884 0.2826 4.44 0.00 8.4 0.0 0 4.1 8.4 3.3

0.80 2.512 0.5024 4.44 0.00 11.2 0.0 0 7.2 11.2 4.5

1.00 3.140 0.7850 4.44 0.00 14.0 0.0 0 11.3 14.0 5.6

1.20 3.768 1.1304 4.44 0.00 16.7 0.0 0 16.3 16.7 6.7

1.50 4.710 1.7663 4.44 0.00 20.9 0.0 0 25.4 20.9 8.4

Pile Tip = 8.00 Pile Top = -1.00 Factor of Safety (F.S.) = 2.5

Bore Pile

0.35 1.099 0.0962 5.56 0.00 6.1 0.0 0 1.6 6.1 2.4

0.50 1.570 0.1963 5.56 0.00 8.7 0.0 0 3.3 8.7 3.5

0.60 1.884 0.2826 5.56 0.00 10.5 0.0 0 4.7 10.5 4.2

0.80 2.512 0.5024 5.56 0.00 14.0 0.0 0 8.4 14.0 5.6

1.00 3.140 0.7850 5.56 0.00 17.5 0.0 0 13.2 17.5 7.0

1.20 3.768 1.1304 5.56 0.00 21.0 0.0 0 19.0 21.0 8.4

1.50 4.710 1.7663 5.56 0.00 26.2 0.0 0 29.7 26.2 10.5

.. 7487

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Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (Diameter, m.) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.35 5.00 3.7 9.6 13.3 1.2 4.2

0.50 5.00 5.3 19.6 24.9 2.4 7.6

0.60 5.00 6.4 28.3 34.6 3.4 10.5

0.80 5.00 8.5 50.2 58.7 6.0 17.5

1.00 5.00 10.6 78.5 89.1 9.4 26.2

1.20 5.00 12.7 113.0 125.8 13.6 36.7

1.50 5.00 15.9 176.6 192.5 21.2 55.8

-7.00 0.35 6.00 4.9 32.4 37.3 1.4 13.5

0.50 6.00 7.0 66.1 73.1 2.8 26.4

0.60 6.00 8.4 95.2 103.6 4.1 37.4

0.80 6.00 11.2 169.2 180.4 7.2 64.9

1.00 6.00 14.0 264.4 278.4 11.3 100.1

1.20 6.00 16.7 380.8 397.5 16.3 142.7

1.50 6.00 20.9 595.0 615.9 25.4 220.9

-8.00 0.35 7.00 6.1 39.2 45.3 1.6 16.5

0.50 7.00 8.7 80.0 88.7 3.3 32.2

0.60 7.00 10.5 115.2 125.7 4.7 45.5

0.80 7.00 14.0 204.8 218.7 8.4 79.1

1.00 7.00 17.5 319.9 337.4 13.2 121.8

1.20 7.00 21.0 460.7 481.7 19.0 173.7

1.50 7.00 26.2 719.9 746.0 29.7 268.7

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

TABLE 1.4a RECOMMENDED ALLOWABLE LOAD FOR SINGLE BORED PILE (COMPRESSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

.. 7487

7/31/2019 PileCal BH 1 6 7 8

23/26

Hole Pile Tip Pile Pile Ultimate Ultimate Ultimate Pile Allowable

No. Elevation Section Length Skin friction End Bearing Load Weight Load

(m) (Diameter, m.) (m) (t) (t) (t) (t) (t)

BH-1 -6.00 0.35 5.00 3.7 0.0 3.7 1.2 1.5

0.50 5.00 5.3 0.0 5.3 2.4 2.1

0.60 5.00 6.4 0.0 6.4 3.4 2.5

0.80 5.00 8.5 0.0 8.5 6.0 3.4

1.00 5.00 10.6 0.0 10.6 9.4 4.2

1.20 5.00 12.7 0.0 12.7 13.6 5.1

1.50 5.00 15.9 0.0 15.9 21.2 6.4

-7.00 0.35 6.00 4.9 0.0 4.9 1.4 2.0

0.50 6.00 7.0 0.0 7.0 2.8 2.8

0.60 6.00 8.4 0.0 8.4 4.1 3.3

0.80 6.00 11.2 0.0 11.2 7.2 4.5

1.00 6.00 14.0 0.0 14.0 11.3 5.6

1.20 6.00 16.7 0.0 16.7 16.3 6.7

1.50 6.00 20.9 0.0 20.9 25.4 8.4

-8.00 0.35 7.00 6.1 0.0 6.1 1.6 2.4

0.50 7.00 8.7 0.0 8.7 3.3 3.5

0.60 7.00 10.5 0.0 10.5 4.7 4.2

0.80 7.00 14.0 0.0 14.0 8.4 5.6

1.00 7.00 17.5 0.0 17.5 13.2 7.0

1.20 7.00 21.0 0.0 21.0 19.0 8.4

1.50 7.00 26.2 0.0 26.2 29.7 10.5

NOTE

1. SAFETY FACTOR = 2.5

2. ASSUMED PILE TOP AT 1.00M BELOW GROUND SURFACE.

3. PROPOSED PILE TIP ELEVATION IS BELOW EXISTING GROUND SURFACE OF 0.00M.

.. 7487

TABLE 1.4b RECOMMENDED ALLOWABLE LOAD FOR SINGLE BORED PILE (TENSION)

Project : BV Project (Offsite Area), Map Taphut Industrial Estate, Rayong,Thailand

7/31/2019 PileCal BH 1 6 7 8

24/26

Su Reduc N PHI Nq

0 1.00 2 27 6.5 Very Loos

1 1.00 6 28.7 7 Loose

2 0.95 8 29.5 7.5 Medium D

3 0.80 10 30.2 8.8 Dense

4 0.67 12 31 10.4 Very Dens

5 0.54 14 31.6 12 Very Soft

6 0.46 16 32.2 14 Soft

7 0.43 18 32.8 16 Medium St

8 0.40 20 33.5 18.4 Stiff

9 0.40 22 34.1 21.6 Very Stiff

10 0.4024 34.6 24 Hard

11 0.39 26 35.3 26.4

12 0.39 28 35.7 30.4

13 0.39 30 36.2 34.4

14 0.38 32 37 38

15 0.38 34 37.3 41.6

16 0.38 36 37.7 47.2

17 0.38 38 38.4 52.8

18 0.37 40 39 59.2

19 0.37 42 39.2 63.2

20 0.37 44 39.6 68.4

21 0.37 46 40.2 74

22 0.36 48 40.6 78.4

23 0.36 50 41 81.6

24 0.36 52 41.4 88

25 0.36 54 41.8 92

26 0.35 56 42.1 92

27 0.35 58 42.5 92

28 0.35 60 42.8 92

29 0.34 62 43.1 92

30 0.34 64 43.4 92

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31 0.34 66 43.7 92

32 0.33 68 44 92

33 0.33 70 44.2 92

34 0.33

35 0.32

36 0.32

37 0.32

38 0.31

39 0.31

40 0.31

41 0.31

42 0.30

43 0.30

44 0.30

45 0.30

46 0.29

47 0.29

48 0.29

49 0.28

50 0.28

7/31/2019 PileCal BH 1 6 7 8

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nse

e

iff