GEOTECHNICAL CAPACITY CALCULATION USING MEYERHOF CORRELATIONS
This worksheet applicable to driven / displacement piles (Cast in situ) Project : Borehole Identification:
Terrace House at Kajang BH1
Type of pile Shape of pile W e i g ht o f p i le p er m e t er Size of pile Capacity of pile Factor of safety U l t i m a te c o m p r e s s i ve l o ad
: : = = = = =
DRIVEN PILE ( R.C. PILE ) R (R = rectangular, C = circular) 0 . 74 k N / m 0.175 m 300 kN 3 0 ton 2.5 7 50 k N 75 t o n
Ult.end bearing capacity, qb = Ultimate skin friction,
Sec.
Level
D
De pth of
(m) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 .0 - 1 .5 - 3 .0 - 4 .5 - 6 .0 - 7 .5 - 9 .0 - 1 0 .5 - 1 2 .0 - 1 3 .5 - 1 5 .0 - 1 6 .5 - 1 8 .0 - 1 9 .5 - 2 1 .0 - 2 2 .5 - 2 4 .0 - 2 5 .5 - 2 7 .0 - 2 8 .5 - 3 0 .0 - 3 1 .5 - 3 3 .0 - 3 4 .5 - 3 6 .0
(m ) 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10 .5 12 .0 13 .5 15. 0 16. 5 18. 0 19. 5 21. 0 22. 5 24. 0 25. 5 27. 0 28. 5 30. 0 31. 5 33. 0 34. 5 36. 0
40 ND/B
fs =
2 Ñ
In -situ N
P e n e n t. (m ) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.27 0.27 0.27 0.21 0.20 0.19 0.19 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
N fo r
<
400 N kN/m²
Nave
S k in F r i c t i o n ,
(Ñ)
As x fs
3 00 m m Pe nent. 0 7 7 8 8 20 21 22 20 21 50 50 50 50 50 50 50
0 7 7 8 8 20 21 22 20 21 56 56 56 71 75 79 79 0 0 0 0 0 0 0 0
kN/m²
( kN ) 0 4 5 6 6 8 10 10 12 12 13 13 13 13 17 20 23 27 30 33 36 3 34 4 3 32 2 3 30 0 2 29 9 2 27 7 2 26 6 2 25 5 2 24 4
0 7 20 35 50 88 12 8 17 1 21 1 25 3 36 2 47 2 58 3 72 6 87 6 1 0 36 1 1 96 1 2 00 1 2 04 1 2 07 1 2 10 1 2 13 1 2 15 1 2 18 1 2 20
9 .1% 18. 6 % 26. 1 % 34. 0 % 26.3 % 3 3.2 % 3 8.8 % 4 6.3 % 4 9.6 % 3 4.7 % 4 0.9 % 4 6.1 % 4 5.3 % 4 8.8 % 5 1 .7 % 5 5 .3 % 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0%
qb
E nd B e a r i n g , Ab
40 ND / B 400N (kN/m²)
2 4 00 2 8 00 3 2 00 3 2 00 8 0 00 8 4 00 8 8 00 8 0 00 8 4 00 2 2 2 22 2 2 2 22 2 2 2 22 2 8 5 71 3 0 0 00 3 1 5 79 3 1 5 79 0 0 0 0 0 0 0 0
x
qb
(k N )
74 86 98 98 2 45 2 57 2 70 2 45 2 57 6 81 6 81 6 81 8 75 9 19 9 67 9 67 0 0 0 0 0 0 0 0
90 . 9% 81. 4% 73. 9% 66. 0% 73. 7% 6 6. 8% 6 1. 2% 5 3. 7% 5 0. 4% 65 . 3% 59 . 1% 53 . 9% 54 . 7% 51 . 2% 48. 3% 44. 7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
o t e c h n i c al Capaci t y (Asfs + Abqb) ( kN )
81 1 05 1 33 1 48 3 33 3 85 4 40 4 56 5 11 1 0 42 1 1 52 1 2 63 1 6 01 1 7 95 2 0 03 2 1 63 1 2 00 1 2 04 1 2 07 1 2 10 1 2 13 1 2 15 1 2 18 1 2 20
Asfs (u p lift) (kN)
5 12 21 30 49 71 93 114 137 192 248 305 377 454 534 616 619 622 624 627 630 632 634 636
GEOTECHNICAL CAPACITY CALCULATION USING MEYERHOF CORRELATIONS
This worksheet applicable to driven / displacement piles (Cast in situ) Project : Borehole Identification:
Terrace House at Kajang BH2
Type of pile Shape of pile W e i g ht of p i le p er m e t er Size of pile Capacity of pile Factor of safety U l t i m a te c o m p r e s s i ve l o ad
: : = = = = =
DRIVEN PILE ( R.C. PILE ) R (R = rectangular, C = circular) 0 . 74 k N / m 0.175 m 300 kN 3 0 ton 2.5 7 50 k N 75 t o n
Ult.end bearing capacity, qb = Ultimate skin friction,
Sec.
Level
D
De p th of
(m) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 .0 - 1 .5 - 3 .0 - 4 .5 - 6 .0 - 7 .5 - 9 .0 -10.5 -12.0 -13.5 - 1 5 .0 - 1 6 .5 - 1 8 .0 - 1 9 .5 - 2 1 .0 - 2 2 .5 - 2 4 .0 - 2 5 .5 - 2 7 .0 - 2 8 .5 - 3 0 .0 - 3 1 .5 - 3 3 .0 - 3 4 .5 - 3 6 .0
(m ) 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10 10.5 12 12.0 13 13.5 15. 0 16. 5 18. 0 19. 5 21. 0 22. 5 24. 0 25. 5 27. 0 28. 5 30. 0 31. 5 33. 0 34. 5 36. 0
40 ND/B
fs =
2 Ñ
In -situ N
P e n e n t. (m ) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.28 0.20 0.20 0.27 0.14 0.12 0.13 0.30 0.30 0.30 0.30 0.30 0.30
N for
<
400 N kN/m²
Nave
S k in F r i c t i o n ,
(Ñ)
As x fs
3 00 m m Pe nent. 0 6 6 7 7 17 39 40 15 17 15 16 50 50 50 50 50 50 50
0 6 6 7 7 17 39 40 15 17 15 16 54 75 75 56 1 07 1 25 1 15 0 0 0 0 0 0
kN/m²
( kN ) 0 3 4 5 5 7 12 12 15 15 15 15 15 15 15 15 15 18 22 26 28 32 38 42 4 40 0 3 38 8 3 36 6 3 34 4 3 33 3 3 32 2
0 6 17 30 44 75 14 8 22 4 25 6 29 1 32 3 35 6 46 2 61 1 76 2 87 4 1 0 90 1 3 41 1 5 75 1 5 79 1 5 83 1 5 87 1 5 90 1 5 93 1 5 96
9 .1% 18. 6% 25. 9% 33. 7% 26.5 % 2 3.6% 3 1.4% 5 8.2% 5 8.3% 6 3.7% 6 4.5% 4 1.3% 4 0.0% 4 5.3% 5 6.2% 45.4 % 46.7 % 52.7 % 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0% 1 0 0.0%
qb
E nd B e a r i n g , Ab
40 ND / B 400N (kN/m²)
2 0 57 2 4 00 2 8 00 2 8 00 6 8 00 1 5 6 00 1 6 0 00 6 0 00 6 8 00 6 0 00 6 4 00 2 1 4 29 3 0 0 00 3 0 0 00 2 2 2 22 4 2 8 57 5 0 0 00 4 6 1 54 0 0 0 0 0 0
x
qb
(k N )
63 74 86 86 2 08 4 78 4 90 1 84 2 08 1 84 1 96 6 56 9 19 9 19 6 81 1 3 13 1 5 31 1 4 13 0 0 0 0 0 0
90 .9 % 81.4 % 74.1 % 66.3 % 73. 5 % 76 .4 % 68 .6 % 4 1.8 % 4 1.7 % 3 6.3 % 3 5.5 % 58 .7 % 60 .0 % 54 .7 % 43 .8 % 54.6 % 53.3 % 47.3 % 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
o t e c h n i c al Capaci t y (Asfs + Abqb) ( kN )
69 90 1 16 1 29 2 84 6 25 7 14 4 39 4 99 5 06 5 52 1 1 19 1 5 30 1 6 80 1 5 55 2 4 02 2 8 73 2 9 88 1 5 79 1 5 83 1 5 87 1 5 90 1 5 93 1 5 96
A sfs (up lift) ( kN)
4 11 18 26 43 80 12 0 137 155 172 190 244 320 396 454 56 2 68 9 80 7 811 814 817 819 822 824
GEOTECHNICAL CAPACITY CALCULATION USING MEYERHOF CORRELATIONS
This worksheet applicable to driven / displacement piles (Cast in situ) Project : Borehole Identification:
Terrace House at Kajang BH5
Type of pile Shape of pile W e i g ht of p i le p er m e t er Size of pile Capacity of pile Factor of safety U l t i m a te c o m p r e s s i ve l o ad
: : = = = = =
DRIVEN PILE ( R.C. PILE ) R (R = rectangular, C = circular) 0 . 54 k N / m 0.150 m 200 kN 2 0 ton 2.5 5 00 k N 5 0 ton
Ult.end bearing capacity, qb = Ultimate skin friction,
Sec.
Level
D
De p th of
(m) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 .0 - 1 .5 - 3 .0 - 4 .5 - 6 .0 - 7 .5 - 9 .0 -10.5 -12.0 -13.5 - 1 5 .0 - 1 6 .5 - 1 8 .0 - 1 9 .5 - 2 1 .0 - 2 2 .5 - 2 4 .0 - 2 5 .5 - 2 7 .0 - 2 8 .5 - 3 0 .0 - 3 1 .5 - 3 3 .0 - 3 4 .5 - 3 6 .0
(m ) 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10 10.5 12 12.0 13 13.5 15. 0 16. 5 18. 0 19. 5 21. 0 22. 5 24. 0 25. 5 27. 0 28. 5 30. 0 31. 5 33. 0 34. 5 36. 0
40 ND/B
fs =
2 Ñ
In -situ N
P e n e n t. (m ) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.26 0.22 0.21 0.09 0.30 0.30
N for
<
400 N kN/m²
Nave
S k in F r i c t i o n ,
(Ñ)
As x fs
3 00 m m P e nent. 0 17 14 19 18 21 20 22 26 18 18 24 24 23 26 28 20 23 50 50 50 50 50
0 17 14 19 18 21 20 22 26 18 18 24 24 23 26 28 20 23 53 59 68 71 1 76 0 0
kN/m²
(k N) 0 9 10 13 14 15 15 16 16 16 16 17 18 18 18 18 18 18 19 19 19 19 19 20 20 20 20 20 22 24 26 28 34 3 33 3 3 32 2
0 15 37 68 98 1 34 1 68 2 06 2 51 2 84 3 16 3 58 4 00 4 41 4 87 5 37 5 73 6 14 7 05 8 08 9 27 1 0 52 1 3 58 1 3 60 1 3 63
9 . 1% 22.8 % 28.3 % 37.7 % 4 1.4% 4 8.3% 5 1.0% 5 1.8% 6 3.6% 6 6.1% 6 2.4% 6 5.0% 6 8.1% 6 7.6% 6 8.0% 7 6.1% 7 4.8% 5 9.8% 6 0.4% 6 0.2% 6 2 .1 % 46.1 % 10 0.0% 10 0.0%
qb
En d Beari ng , Ab
40 ND/ B 400N (kN/m²)
6 8 00 5 6 00 7 6 00 7 2 00 8 4 00 8 0 00 8 8 00 1 0 4 00 7 2 00 7 2 00 9 6 00 9 6 00 9 2 00 1 0 4 00 1 1 2 00 8 0 00 9 2 00 2 1 0 53 2 3 5 29 2 7 2 73 2 8 5 71 7 0 5 88 0 0
x
qb
(k N )
1 53 1 26 1 71 1 62 1 89 1 80 1 98 2 34 1 62 1 62 2 16 2 16 2 07 2 34 2 52 1 80 2 07 4 74 5 29 6 14 6 43 1 5 88 0 0
9 0.9% 77.2 % 71.7 % 62.3 % 5 8.6% 5 1.7% 4 9.0% 48 .2% 3 6.4% 3 3.9% 3 7.6% 3 5.0% 3 1.9% 32 .4% 32 .0% 2 3.9% 2 5.2% 40 .2% 39 .6% 39 .8% 37. 9% 53.9% 0 .0% 0 .0%
o t e c h n i c al Capaci t y (Asfs + Abqb) ( kN )
1 68 1 63 2 39 2 60 3 23 3 48 4 04 4 85 4 46 4 78 5 74 6 16 6 48 7 21 7 89 7 53 8 21 1 1 79 1 3 37 1 5 40 1 6 94 2 9 46 1 3 60 1 3 63
Asf s (upl i ft) ( kN )
8 20 36 52 71 89 109 13 2 149 166 188 210 231 25 5 28 0 299 321 367 419 480 543 69 7 699 701
GEOTECHNICAL CAPACITY CALCULATION USING MEYERHOF CORRELATIONS
This worksheet applicable to driven / displacement piles (Cast in situ) Project : Borehole Identification:
Terrace House at Kajang ABH22
Type of pile Shape of pile W e i g ht o f p i le p er m e t er Size of pile Capacity of pile Factor of safety U l t i m a te c o m p r e s s i ve l o ad
: : = = = = =
DRIVEN PILE ( R.C. PILE ) R (R = rectangular, C = circular) 0 . 74 k N / m 0.175 m 300 kN 3 0 ton 2.5 7 50 k N 75 t o n
Ult.end bearing capacity, qb = Ultimate skin friction,
Sec.
Level
D
De pth of
(m) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 .0 - 1 .5 - 3 .0 - 4 .5 - 6 .0 - 7 .5 - 9 .0 - 1 0 .5 - 1 2 .0 - 1 3 .5 - 1 5 .0 - 1 6 .5 - 1 8 .0 - 1 9 .5 - 2 1 .0 - 2 2 .5 - 2 4 .0 - 2 5 .5 - 2 7 .0 - 2 8 .5 - 3 0 .0 - 3 1 .5 - 3 3 .0 - 3 4 .5 - 3 6 .0
(m ) 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10 .5 12 .0 13 .5 15. 0 16. 5 18. 0 19. 5 21. 0 22. 5 24. 0 25. 5 27. 0 28. 5 30. 0 31. 5 33. 0 34. 5 36. 0
40 ND/B
fs =
2 Ñ
In -situ N
P e n e n t. (m ) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.11 0.27 0.10 0.18 0.12 0.12 0.10
N fo r
<
400 N kN/m²
Nave
S k in F r i c t i o n ,
(Ñ)
As x fs
3 00 m m Pe nent. 0 2 0 2 5 6 7 6 6 8 7 8 8 18 16 13 19 18 50 50 50 50 50 50 50
0 2 0 2 5 6 7 6 6 8 7 8 8 18 16 13 19 18 143 57 1 58 83 1 30 1 30 1 58
kN/m²
( kN ) 0 1 1 1 2 3 3 4 4 4 4 5 5 6 7 7 8 8 15 15 17 24 27 31 35 40
0 2 3 6 15 26 40 51 63 79 94 11 0 12 6 16 2 19 4 22 1 25 9 29 6 58 1 69 5 1 0 13 1 1 82 1 4 47 1 7 12 2 0 33
9 .1% 1 0 0.0% 20 . 5 % 19. 8 % 26. 3 % 31. 6 % 41. 2 % 46. 3 % 44. 8 % 52. 2 % 52.8 % 56.3 % 42.3 % 49.7 % 58.1 % 52.7 % 57.3 % 2 4 .9 % 5 0.1 % 34.4 % 5 3 .7 % 47.5 % 51.7 % 51.2 %
qb
E nd B e a r i n g , Ab
40 ND / B 400N (kN/m²)
6 86 0 8 00 2 0 00 2 4 00 2 8 00 2 4 00 2 4 00 3 2 00 2 8 00 3 2 00 3 2 00 7 2 00 6 4 00 5 2 00 7 6 00 7 2 00 5 7 1 43 2 2 6 42 6 3 1 58 3 3 3 33 5 2 1 74 5 2 1 74 6 3 1 58
x
qb
(k N )
21 0 25 61 74 86 74 74 98 86 98 98 2 21 1 96 1 59 2 33 2 21 1 7 50 6 93 1 9 34 1 0 21 1 5 98 1 5 98 1 9 34
9 0. 9% 0.0 % 79 . 5% 80. 2% 73. 7% 68. 4% 58. 8% 53. 7% 55. 2% 47. 8% 4 7. 2% 4 3. 8% 57. 7 % 50. 3 % 41. 9 % 47. 3 % 42. 7 % 75. 1% 49 . 9% 65. 6% 46. 3% 52. 5% 48. 3% 48. 8%
o t e c h n i c al Capaci t y (Asfs + Abqb) ( kN )
23 3 31 76 1 00 1 25 1 25 1 37 1 77 1 79 2 08 2 24 3 82 3 90 3 80 4 92 5 16 2 3 31 1 3 89 2 9 47 2 2 03 3 0 44 3 3 10 3 9 67
Asfs (u p lift) (kN)
2 4 6 12 19 26 33 41 50 58 67 76 95 112 127 147 167 3 10 369 52 8 6 14 74 8 88 1 1 04 3
GEOTECHNICAL CAPACITY CALCULATION USING MEYERHOF CORRELATIONS
This worksheet applicable to driven / displacement piles (Cast in situ) Project : Borehole Identification:
Terrace House at Kajang ABH22
Type of pile Shape of pile W e i g ht o f p i le p er m e t er Size of pile Capacity of pile Factor of safety U l t i m a te c o m p r e s s i ve l o ad
: : = = = = =
DRIVEN PILE ( R.C. PILE ) R (R = rectangular, C = circular) 0 . 54 k N / m 0.150 m 200 kN 2 0 ton 2.5 5 00 k N 50 t o n
Ult.end bearing capacity, qb = Ultimate skin friction,
Sec.
Level
D
De pth of
(m) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
0 .0 - 1 .5 - 3 .0 - 4 .5 - 6 .0 - 7 .5 - 9 .0 - 1 0 .5 - 1 2 .0 - 1 3 .5 - 1 5 .0 - 1 6 .5 - 1 8 .0 - 1 9 .5 - 2 1 .0 - 2 2 .5 - 2 4 .0 - 2 5 .5 - 2 7 .0 - 2 8 .5 - 3 0 .0 - 3 1 .5 - 3 3 .0 - 3 4 .5 - 3 6 .0
(m ) 0.0 1.5 3.0 4.5 6.0 7.5 9.0 10 .5 12 .0 13 .5 15. 0 16. 5 18. 0 19. 5 21. 0 22. 5 24. 0 25. 5 27. 0 28. 5 30. 0 31. 5 33. 0 34. 5 36. 0
40 ND/B
fs =
2 Ñ
In -situ N
P e n e n t. (m ) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.11 0.27 0.10 0.18 0.12 0.12 0.10
N fo r
<
400 N kN/m²
Nave
S k in F r i c t i o n ,
(Ñ)
As x fs
3 00 m m Pe nent. 0 2 0 2 5 6 7 6 6 8 7 8 8 18 16 13 19 18 50 50 50 50 50 50 50
0 2 0 2 5 6 7 6 6 8 7 8 8 18 16 13 19 18 143 57 158 83 1 30 1 30 1 58
kN/m²
( kN ) 0 1 1 1 2 3 3 4 4 4 4 5 5 6 7 7 8 8 15 15 17 24 24 27 31 35 40
0 2 2 5 13 23 34 44 54 68 80 94 10 8 13 9 16 6 18 9 22 2 25 3 49 8 59 6 86 8 1 0 13 1 2 40 1 4 67 1 7 43
9 .1% 1 0 0.0% 23 . 1 % 22. 4 % 29. 4 % 35. 0 % 45. 0 % 50. 2 % 48. 6 % 56. 0 % 56. 6 % 60.0 % 46.1 % 53.6 % 61.8 % 56.5 % 61.0 % 2 7 .9 % 5 3.9 % 3 7 .9 % 5 7 .5 % 51.4 % 55.6 % 55.1 %
qb
E nd B e a r i n g , Ab
40 N D/ B 400N (kN/m²)
80 0 0 8 00 2 0 00 2 4 00 2 8 00 2 4 00 2 4 00 3 2 00 2 8 00 3 2 00 3 2 00 7 2 00 6 4 00 5 2 00 7 6 00 7 2 00 5714 3 2264 2 6315 8 3333 3 5 21 7 4 5 21 7 4 6 31 5 8
x
qb
(k N )
18 0 18 45 54 63 54 54 72 63 72 72 1 62 1 44 1 17 1 71 1 62 1 2 86 5 09 1 4 21 7 50 1 1 74 1 1 74 1 4 21
9 0 .9% 0.0 % 76 .9% 77 .6% 70 .6% 65 .0% 55 .0% 49 .8% 51 .4% 44 .0% 43 .4% 4 0 .0% 53 .9 % 46 .4 % 38 .2 % 43 .5 % 39 .0 % 72 .1% 46 .1% 62 .1% 42 . 5% 48 .6% 44 .4% 44 .9%
o t e c h n i c al Capaci t y (Asfs + Abqb) ( kN )
20 2 23 58 77 97 98 1 08 1 40 1 43 1 66 1 80 3 01 3 10 3 06 3 93 4 15 1 7 83 1 1 05 2 2 89 1 7 63 2 4 14 2 6 41 3 1 64
Asfs (u p lift) (kN)
2 3 5 10 15 22 28 34 41 48 56 64 80 95 107 124 140 2 63 313 4 50 524 63 8 75 2 89 1