3.2.10 Bored Pile Investigation

8/19/2019 3.2.10 Bored Pile Investigation

1/14

Project : ONE ADRIATICO PLACE

Subject : DESIGN COMPLIANCE WITH MINIMUM BUILDING CODE REQUIREMENT IN TERMS OF SAFETY

Dte : !"ur# $% &''(

A))u*+", O-E.ARUP /orce) re 0o1te0 234& P+5e6

Bored Pile = 1200 mm= 47.232 in.

P = 7353 Kn M = 2023 Kn-m

= 1653 Kips = 1492 kip-ft

C7ec8+", or+,+"5 )ect+o"): C7ec8+", re9+)e0 )ect+o"):

RSC As = 2 - 32 f!" = 6 ksi f# = 60 ksi

ASAI As = 12 - 32 f!" = 3 ksi f# = 60 ksi A$A% f!"

O-E.ARUP As = 24 - 25 f!" = 6 ksi f# = 60 ksi &'(-A)*P f!"

C7ec8+", RSC Sect+o": 2Or+,+"56

As = + no. of ,rs = +24 = 34.9044 4

Tr")/or*e0 Are

(" = 4.415(/06 psi

(s = 2.900(/07 psi

n =(s

= 6.57("

== = 1752.115

4 4

= As +n-1 = 194.36

= / = 1946.470

== 244295.37

64 64

47.232

41.520

3.424 3

3.630 39.972 3.630

= =+194.36

= 1.54 in.

= = 41.520 in.

= = 3.424 in.

= =33.466

64

= = 23179

" = =47.232

= 23.622 2

φ mm

φ mm As = 24 - 32φ mm

φ mm

πd2 π(322

in2

+A"

π12

π+47.2322in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

π+47.3234in4

Eu+95e"t t7+c8"e)) tE o/ tr")/or*e0 2A)6

t:

t(

+As

π2 π+39.972

d1

2/t

(

d2

2-t

(

+Is

π +d14 - d

24

in.4

Σ I

(Is / I

s in.4

1

t(

1.26

3

t(

PA$(8%&

d1=

t(

1=

d2=

2

2

=


2/14


Bored Pile = 1200 mm

= 47.232 in.

P = 7353 Kn M = 2023 Kn-m

= 1653 Kips = 1492 kip-ft

C7ec8+", or+,+"5 )ect+o"):

O-E.ARUP As = 24 - 25 f!" = 6 ksi f# = 60 ksi

C7ec8+", O-E.ARUP Sect+o": 2Or+,+"56

As = + no. of ,rs = +24 = 1.2614 4

Tr")/or*e0 Are

(" = 4.415(/06 psi

(s = 2.900(/07 psi

n =(s

= 6.57("

== 1752.115

4 4

= As +n-1 = 101.6

= / = 153.793

== 244295.37

64

47.232

41.052

39.444 3

3.492 40.24 3.492

= = 101.6 = 0.04 in.

= = 41.052 in.

= = 39.444 in.

= =20593.11

64

= = 264

" = = 23.6162

=P /

=1653 / 1492+12+23.616

- 153.793 - 264

= 0.92/

1.596 = 2.4 ksi.

φ mm

πd2 π+252in2

+A"

π1

2π(47.2322

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

πd4

in4

Eu+95e"t t7+c8"e)) tE

o/ tr")/or*e0 2A)6t

:

t(

+Asπ

2 π+40.24

d1

d / t(

d2

d - t(

+Is

π +d1

4 - d24

in.4

Σ I

(Is

/ I

s

in.4

1

f "m

M"

Σ A ΣI

t(

0.94

2

3

t(

PA$(8%&

t( d

1=

d2=

1=

2

=


3/14



= 47.232 in.

P = 7353 Kn M = 2023 Kn-m

= 1653 Kips = 1492 kip-ft

C7ec8+", re9+)e0 )ect+o"):


C7ec8+", O-E.ARUP Sect+o": 2NEW CONCRETE STRENGTH6

As = + no. of ,rs = +24 = 1.2614 4

Tr")/or*e0 Are

(" = 3.605(/06 psi

(s = 2.900(/07 psi

n =(s

= .04("

== 1752.115

4

= As +n-1 = 12.63

= / = 10.749

== 244295.37

64

47.232

41.265

39.231 3

3.492 40.24 3.492

= =

12.634

= 1.017 in.π 40.24

= = 41.265 in.

= = 39.231 in.

= =26054.993

64

= = 270350

" = =40.24

= 20.1242 2

=P /

=1653 / 1492 +12 20.124

- 10.749 - 270350

= 0.79/

1.333 = 2.443 ksi-

;;< o/ /=c > 3 ;; 3 $(? 8)+ & ; 8)+ "ot o8 21er NSCP &''3UBC 3

φ mm

πd2 π+252in2

+A"

π12

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π14

in4


t:

t(

+As

πd

d1

d / t(

d2

d - t(

+Is

π +d

14 - d

24

in.4

Σ I

(Is

/ I

s in.4

2

f "m

M"

Σ A

ΣI

fc fc

t(

0.94

3

t(

PA$(8%&

t(

1=

2

=

2

d1=

d2=


4/14


5/14



= 47.232 in.

P = 7353 Kn M = 2023 Kn-m

= 1653 Kips = 1492 kip-ft

C7ec8+", re9+)e0 )ect+o"):

ASAI As = 24 - 32 f!" = 4 ksi f# = 60 ksi

C7ec8+", ASAI Sect+o": 2NEW SECTION6

As = + no. of ,rs = +24 = 29.914 4

Tr")/or*e0 Are

(" = 3.605(/06 psi

(s = 2.900(/07 psi

n = (s = .04("

== 1752.115

4

= As +n-1 = 210.75

= / = 1962.69

== = 244295.37

64 64

47.232

41.650

3.294 3

3.630 39.972 3.630

= =210.755

= 1.67 in.

= = 41.650 in.

= = 3.294 in.

= =42159.920

64

= = 26455

" = = 23.6162

=P /

=1653 / 1492 +12 23.616

- 1962.69 - 26455

= 0.42/

1.4 = 2.31 ksi-

;;< o/ /=c > 34;; 34$(? 8)+ &4;3 8)+ "ot o8 21er NSCP &''3UBC 3$6

φ mm

πd2 π+322in2

+A"

π1

2

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

π+47.2324in4


t:

t(

+As

πd π+39.972

d1

d / t(

d2

d - t(

+Is

π +d

14 - d

24

in.4

Σ I

(Is

/ I

s

in.4

1

f "m

M"

Σ A

ΣI

f c55o

f c*>

t(

1.26

2

3

t(

PA$(8%&

t(

1=

2

=

d1=

d2=


6/14

Su**r# o/ c7ec8+", re)u5t) u)+", O-E.ARUP /orce) P$;(; K" 23?(; K+1)6 "0 M&'&; K".*

23& K+1)./t6 "0 co*1r+", +t7 NSCP 55ob5e co*1re))+9e )tre)) o/ ;;< o/ &.0#

co*1re))+9e )tre",t7 o/ co"crete% /=c c" be +"cre)e0 b# ;;< +" co*b+"t+" +t7 ert7u8e

SECTION CONCRETE REINFORCEMENT

34 RSCA 34&' * /=c ? 8)+ &4;& 8)+ &4?;; 8)+

2Or+,+"56 2o86

&4O-E.ARUP 34&' * /=c ? 8)+ &4 8)+ &4?;; 8)+

2Or+,+"56 2o86

;4 O-E.ARUP 2Lte)t6 34&' * /=c 8)+ &4; 8)+ @ 34$(? 8)+

2Ne Co"crete Stre",t76 2"ot o86

4 AROMIN JSY 34&' * /=c ; 8)+ &4(& 8)+ @ 34;3$ 8)+

2Or+,+"55# Reco**e"0e06 2"ot o86

(4 AROMIN J SY 2Lte)t6 34&' * /=c 8)+ &4;3 8)+ @ 34$(? 8)+

2Ne Sect+o"6 2"ot o86

CONCLUSION

34' AROMIN J SY or+,+"55# reco**e"0e0 295ue e",+"eere06 )ect+o" "0 re+"/orce*e"t "0 e9e

t7e+r re9+)e0 295ue e",+"eere06 )ect+o" "0 re+"/orce*e"t re "ot +" co*15+"ce +t7 NSCP

*+"+*u* bu+50+", co0e reu+re*e"t) +" ter*) o/ )/et# becu)e t7e *>+*u* co"crete co*.

ARUP /orce) 2P$;(; K" 23?(; 8+1)6 % M&'&; K".* 23& 8+1./t6 +t7out t7e 00+t+o"5 e//ect1rt+5 5+ue/ct+o" "0 t7t o/ )70o+", 2,rou1 ct+o" 5ter5 +"terct+o")64

&4' O-E.ARUP

&43 Or+,+"5 )ect+o" "0 re+"/orce*e"t re +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e

reu+re*e"t) +" ter*) o/ )/et#4 Hoe9er% +/ 00+t+o"5 e//ect o/ )70o+", 2,rou1 ct+o"

5ter5 +"terct+o")6 ) reco**e"0e0 b# t7e "5#)+) o/ DR4 MARK ARCO +) 00e0%

O-E.ARUP 7) )t+55 " 55o"ce o/ 00+t+o"5 (4;< u1r0 to cco**o0te +"cre)e4

&4& Re9+)e0 co"crete )tre",t7 2/ro* /=c ?8)+ to /=c 8)+6 +t7 t7e )*e re+"/orce*e"t re

"ot +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e reu+re*e"t) +" ter*) o/ )/et#4

;4 RSCA )ect+o" "0 re+"/orce*e"t re +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e reu+re. *e"t) +" ter*) o/ )/et#4 Hoe9er% +/ 00+t+o"5 e//ect o/ 1rt+5 5+ue/ct+o" "0 t7t o/

)70o+", 2,rou1 ct+o" 5ter5 +"terct+o"6 ) reco**e"0e0 b# t7e "5#)+) o/ DR4 MARK

ARCO +) 00e0% RSCA 7) )t+55 " 55o"ce o/ 00+t+o"5 3&4(3< u1r0 to cco**o0te

+"cre)e4

"0or +"0 /orce) e//ect: E>*15e: /=c ?8)+ f c55o

2'4;;>?6234;;6 &4?;; 8)+6

f c*>

f c55o

& . ;& **

& . &( **

& . &( **

3& . ;& **

& . ;& **

1re))+9e )tre)) f c*>

+) ,reter t7" t7e 55ob5e co0e f c55o

2;;< /=c6234;;64 U)+", O-E.


7/14

/


8/14

Project : ONE ADRIATICO PLACE

Subject : DESIGN COMPLIANCE WITH MINIMUM BUILDING CODE REQUIREMENT IN TERMS OF SAFETY

Dte : !"ur# $% &''(

A))u*+", O-E.ARUP /orce) re 0o1te0 234( P+5e6

Bored Pile = 1500 mm= 59.04 in.

P = 11091 Kn M = 425 Kn-m

= 2493.4 Kips = 3140 kip-ft

C7ec8+", or+,+"5 )ect+o"): C7ec8+", re9+)e0 )ect+o"):

RSC As = 30 - 32 f!" = 6 ksi f# = 60 ksi

ASAI As = 1 - 32 f!" = 3 ksi f# = 60 ksi A$A% f!"

O-E.ARUP As = 22 - 32 f!" = 6 ksi f# = 60 ksi &'(-A)*P f!"

C7ec8+", RSC Sect+o": 2Or+,+"56

As = + no. of ,rs = +30 = 37.394 4

Tr")/or*e0 Are

(" = 4.415(/06 psi

(s = 2.900(/07 psi

n =(s

= 6.57("

== 2737.679

4

= As +n-1 = 20.24

= / = 2945.917

== 596424.25

64

59.04

53.060

50.500 3

3.630 51.70 3.630

= =20.23

1.20 in.

= = 53.060 in.

= = 50.500 in.

= =692.606

64

= = 666253

" = = 29.522

φ mm

φ mm As = 22 - 32φ mm

φ mm

πd2 π+322

in2

+A"

π1

2

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π1

4

in4


t:

t(

+As

π2 π+51.7

d1

d / t(

d2

d - t(

+Is

π +d

14 - d

24

in.4

Σ I

(Is / I

s in.4

1

t(

1.26

d2

=

3

t(

PA$(8%&

t(

d1

=

2

=

1

=

2


9/14



= 59.04 in.

P = 11091 Kn M = 425 Kn-m

= 2493 Kips = 3140 kip-ft

C7ec8+", or+,+"5 )ect+o"):


C7ec8+", O-E.ARUP Sect+o": 2Or+,+"56

As = + no. of ,rs = +22 = 27.4254 4

Tr")/or*e0 Are

(" = 4.415(/06 psi

(s = 2.900(/07 psi

n =(s

= 6.57("

== 2737.679

4

= As +n-1 = 152.71

= / = 290.37

== = 596424.25

64 64

59.04

52.719

50.41 3

3.630 51.70 3.630

= = 152.71 = 0.939 in.

= = 52.719 in.

= = 50.41 in.

= =51211.31

64

= = 647636

" = = 29.5202

=P /

=2493 / 3140 +12 29.520

- 290.37 - 647636

= 0.63/

1.71744005 = 2.50 ksi-

φ mm

πd2 π+322in2

+A"

π12

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

π(59.044in4

Eu+95e"t t7+c8"e)) tE

o/ tr")/or*e0 2A)6t

:

t(

+Asπ

2 π+51.70

d1

d / t(

d2

d - t(

+Is

π +d14 - d

24

in.4

Σ I

(Is

/ I

s in.4

1

f "m

M"

Σ A ΣI

t(

1.26

2

3

t(

PA$(8%&

t( d

1=

d2=

1=

2

=


10/14



= 59.04 in.

P = 11091 Kn M = 425 Kn-m

= 2493 Kips = 3140 kip-ft

C7ec8+", re9+)e0 )ect+o"):


C7ec8+", O-E.ARUP Sect+o": 2NEW CONCRETE STRENGTH6

As = + no. of ,rs = +22 = 27.4254 4

Tr")/or*e0 Are

(" = 3.605(/06 psi

(s = 2.900(/07 psi

n =(s

= .04("

== 2737.679

4

= As +n-1 = 193.19

= / = 2930.71

== 596424.25

64

59.04

52.96

50.592 3

3.630 51.70 3.630

= =

193.192

= 1.1 in.

= = 52.96 in.

= = 50.592 in.

= =6404.190

64

= = 66122

" = = 29.522

=P /

=2493 / 3140 +12 29.52

- 2930.71 - 66122

= 0.51/

1.62 = 2.533 ksi-

;;< / /= 3 ;; 3 $(? 8 + & (;; 8 + "ot o8 2 NSCP &''3UBC 3

φ mm

πd2 π+322in2

+A"

π1

2

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

in4


t:

t(

+As

π2 π+51.7

d1

d / t(

d2

d - t(

+Is

π +d14 - d

24

in.4

Σ I

(Is

/ I

s in.4

1

f "m

M"

Σ A

ΣI

fc fc

t(

1.26

3

t(

PA$(8%&

t(

1=

2

=

2

d1=

d2=


11/14


Bored Pile = 00 mm

= 31.4 in.

P = 1667.7 Kn M = 375 Kn-m

= 375 Kips = 277 kip-ft

C7ec8+", or+,+"5 )ect+o"):

ASAI As = 12 - 25 f!" = 4 ksi f# = 60 ksi

C7ec8+", ASAI Sect+o": 2Or+,+"55# Reco**e"0e06

As = + no. of ,rs =π 25 2

12 = 9.1304 4

Tr")/or*e0 Are

(" = 3.605(/06 psi

(s = 2.900(/07 psi

n =(s

= .04("

== 77.71

4

= As +n-1 = 64.317

= / = 43.035

== = 4255.

64 64

31.4

25.339

23.669 3

3.492 24.504 3.492

= =64.317

0.4 in.

= = 25.339 in.

= = 23.669 in.

= =430.15

64

= = 5306

" = = 15.7442

=P /

=375 / 277 12 15.744

- 43.035 - 5306.03

= 0.445/

0.94 = 1.429 ksi

- ;;< o/ /=c > 34;; 34$(? 8)+ 34& 8)+ OK 21er NSCP &''3UBC 3$6

φ mm

πd2in2

+A"

π1

2

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

π+59.044in4


t:

t(

+As

π2 π+51.70

d1

d / t(

d2

d - t(

+Is

π +d1

4 - d24

in.4

Σ I

(Is

/ I

s

in.4

1

f "m

M"

Σ A

ΣI

f c55o

f c*>

t(

1.26

2

3

t(

PA$(8%&

t(

1=

2

=

d1=

d2=


12/14



= 59.04 in.

P = 11091 Kn M = 425 Kn-m

= 2493 Kips = 3140 kip-ft

C7ec8+", re9+)e0 )ect+o"):

ASAI As = 22 - 32 f!" = 4 ksi f# = 60 ksi

C7ec8+", ASAI Sect+o": 2NEW SECTION6

As = + no. of ,rs =π 32 2

22 = 27.4254 4

Tr")/or*e0 Are

(" = 3.605(/06 psi

(s = 2.900(/07 psi

n = (s = .04("

== 2737.679

4

= As +n-1 = 193.19

= / = 2930.71

==

59.04 4= 596424.25

64 64

59.04

52.96

50.593 3

3.630 51.70 3.630

= =193.192

= 1.1 in.51.70

= = 52.96 in.

= = 50.593 in.

= =6472.702

64

= = 661207

" = = 29.522

=P /

=2493 / 3140 12 29.52

- 2930.71 - 661207

= 0.51

/

1.62 = 2.533 ksi-

;;< o/ /=c > 34;; 34$(? 8)+ &4(;; 8)+ "ot o8 21er NSCP &''3UBC 3$6

φ mm

πd2in2

+A"

π1

2

in2

+As in2

Σ A

+A"

+As in2

Tr")/or*e0 I

+I"

π

14

in4


t:

t(

+As

π2

d1

d / t(

d2

d - t(

+Is

π +d

14 - d

24

in.4

Σ I

(Is

/ I

s

in.4

1

f "m

M"

Σ A

ΣI

f c55o

f c*>

t(

1.26

2

3

t(

PA$(8%&

t(

1=

2

=

d1=

d2=

π

π


13/14

Su**r# o/ c7ec8+", re)u5t) u)+", O-E.ARUP /orce) P33'3 K" 2&; K+1)6 "0 M&( K".*

2;3' K+1)./t6 "0 co*1r+", +t7 NSCP 55ob5e co*1re))+9e )tre)) o/ ;;< o/ &.0#

co*1re))+9e )tre",t7 o/ co"crete% /=c 2c" be +"cre)e0 b# ;;< +" co*b+"t+o" +t7 ert7u8e

SECTION CONCRETE REINFORCEMENT

34 RSCA 34(' * /=c ? 8)+ &4(3? 8)+ &4?;; 8)+

2Or+,+"56 2o86

&4O-E.ARUP 34(' * /=c ? 8)+ &4(' 8)+ &4?;; 8)+

2Or+,+"56 2o86

;4 O-E.ARUP 2Lte)t6 34(' * /=c 8)+ &4(;; 8)+ @ 34$(? 8)+

2Ne Co"crete Stre",t76 2"ot o86

4 AROMIN JSY 34(' * /=c ; 8)+ &4(3 8)+ @ 34;3$ 8)+

2Or+,+"55# Reco**e"0e06 2"ot o86

(4 AROMIN J SY 2Lte)t6 34(' * /=c 8)+ &4(;; 8)+ @ 34$(? 8)+

2Ne Sect+o"6 2"ot o86

CONCLUSION

34' AROMIN J SY or+,+"55# reco**e"0e0 295ue e",+"eere06 )ect+o" "0 re+"/orce*e"t "0 e9e

t7e+r re9+)e0 95ue e",+"eere0 )ect+o" "0 re+"/orce*e"t re "ot +" co*15+"ce +t7 NSCP

*+"+*u* bu+50+", co0e reu+re*e"t) +" ter*) o/ )/et# becu)e t7e *>+*u* co"crete co*.

ARUP /orce) 2P33'3 K" 2&; 8+1)6 % M&( K".* 2;3' 8+1./t66 +t7out t7e 00+t+o"5 e//eco/ 1rt+5 5+ue/ct+o" "0 t7t o/ )70o+", 2,rou1 ct+o" 5ter5 +"terct+o")64

&4' O-E.ARUP

&43 Or+,+"5 )ect+o" "0 re+"/orce*e"t re +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e

reu+re*e"t) +" ter*) o/ )/et#4 Hoe9er% +/ 00+t+o"5 e//ect o/ )70o+", 2,rou1 ct+o"

5ter5 +"terct+o")6 ) reco**e"0e0 b# t7e "5#)+) o/ DR4 MARK ARCO +) 00e0%

O-E.ARUP 7) )t+55 " 55o"ce o/ 00+t+o"5 &4'(< u1r0 to cco**o0te +"cre)e4

&4& Re9+)e0 co"crete )tre",t7 2/ro* /=c ?8)+ to /=c 8)+6 +t7 t7e )*e re+"/orce*e"t re

"ot +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e reu+re*e"t) +" ter*) o/ )/et#4

;4 RSCA )ect+o" "0 re+"/orce*e"t re +" co*15+"ce +t7 NSCP *+"+*u* bu+50+", co0e reu+re. *e"t) +" ter*) o/ )/et#4 Hoe9er% +/ 00+t+o"5 e//ect o/ 1rt+5 5+ue/ct+o" "0 t7t o/

)70o+", 2,rou1 ct+o" 5ter5 +"terct+o"6 ) reco**e"0e0 b# t7e "5#)+) o/ DR4 MARK

ARCO +) 00e0% RSCA 7) )t+55 " 55o"ce o/ 00+t+o"5 4?(< u1r0 to cco**o0te

+"cre)e4

"0or +"0 /orce) e//ect: E>*15e: /=c ? 8)+ f c55o

2'4;;>?6234;;6 &4?;; 8)+6

f c*>

f c55o

;' . ;& **

&& . ;& **

&& . ;& **

3 . ;& **

&& . ;& **

1re))+9e )tre)) f c*>

+) ,reter t7" t7e 55ob5e co0e f c55o

2;;< /=c6234;;64 U)+", O-E.


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3.2.10 Bored Pile Investigation

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Transcript of 3.2.10 Bored Pile Investigation