Perhit BP(R.2)_11Apr2012_Belmont Residence Bored Pile

8/18/2019 Perhit BP(R.2)_11Apr2012_Belmont Residence Bored Pile

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DAYA DUKUNG TEKAN & TARIK TIANG BOR (BORED PILE)

BERDASARKAN Su (Undrained Shear Strength) PADA TANAH KOHESI & NON KOHESI

METODE LYMON C. REESE & 0'NEILL, 1989

Qu = QB + QS

QB = qb x Ab

qb = Nc Cub = !00 C"#$%$ S"(

Nc = )*1+0.*LDb-- = 9

qb = 0.) x NS/T = !0 C"#$%"($%% S"(

Q% =

2% = =0 C"#$%$ S"(

2% = !"# $ NSPT =0 C"#$%"($%% S"(

/u S3

= Qu S3 A(("45b($ Ax5( C565c7

= Q% x 0. S3 A(("45b($ T$%" C565c7

Qu = Ultimate Pile Load Capacity (Ton)

Qb = Ultimate End Bearing Stress (Ton)Qs = Ultimate Load in Side Resistance (Ton)

c = Bearing Capacity !actor

Cu = Undrained S"ear strengt" = #$%&' SPT

Cub = Undrained S"ear strengt" at Base= #$%&' SP

*b = *rea o+ Base

+s = Ultimate Load Trans+er in Side Resistance,b = Pile ,iameter (m)

L = ,ept" o+ Pile (m)

*s = *rea o+ Side !riction

α = Empirical !actor (#-'')

S! S + ! (& ')

*T"%)

*T"%)

2% A%

Cu *T"%)

*T"%)

/5((

=

*T")

*T")

(Ton/m2)

(Ton/m2)

(m2)

(Ton/m2

)

(m2)


2/39

DAYA D:;:N< TE;AN & TARI; TIAN< BOR *BORED /ILE-BERDASAR;AN Su *:>5$ S#$5> S7>$?7#- /ADA TANA@ ;O@ESI3 & NON ;O@ESI3

DATA TANA@ B@1/>"$ Be'nt Reiden*eB">$ /($ />"6$>7$%

Db = 1 m (Diameter of Pile)A6 = 0.8 (Area of Pile)

; = .1! m (Perimeter of Pile)

E($5% # L5$> S"(N S/T

Cu qb qb 5x qb 655

LDb

Nc Nc 5b( QB(m) (m) /($ T6$ 0=1 (Ton)

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m2

L E+e,ti+

(ton/m&) (ton/m&) (ton/m&) (ton/m&)


3/39


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L E+e,ti+ 2% A%

(ton/m& (ton/m&) (ton/m&)


5/39

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DATA TANA@ B@/>"$ Be'nt Reiden*eB">$ /($ />"6$>7$%

Db = 1 m (Diameter of Pile)A6 = 0.8 (Area of Pile)

; = .1! m (Perimeter of Pile)

E($5% # L5$> S"(N S/T

Cu qb qb 5x qb 655

LDb

Nc Nc 5b( QB(m) (m) /($ T6$ 0=1 (Ton)

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DATA TANA@ B@1/>"$ Be'nt Reiden*eB">$ /($ />"6$>7$%

Db = 0.) m (Diameter of Pile)A6 = 0.8) (Area of Pile)

; = 1.88! m (Perimeter of Pile)

E($5% # L5$> S"(N S/T

Cu qb qb 5x qb 655

LDb

Nc Nc 5b( QB(m) (m) /($ T6$ 0=1 (Ton)

(m)#-##2-'# C 2&3-## C %4-## #-## #-## C & 2-&' 5-'# !00.00 5-'# #-'' #-## %-## %-## &-2&%-## &-## &-## C 4 &-'# &&-'# !00.00 &&-'# #-'' 3-33 2#-## 1-## %-3%5-'# 2-'# 3-'# C 5 4-36 31-36 !00.00 31-36 #-'' '-63 23-## 1-## 22-23

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20/39


Lan7utan 8

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22/39

B9C dan :*T4-##


23/39


24/39

T =


25/39

DAYA D:;:N< TE;AN & TARI; TIAN< BOR *BORED /ILE-


26/39


DATA TANA@ B@/>"$ Be'nt Reiden*eB">$ /($ />"6$>7$%

Db = 0.) m (Diameter of Pile)A6 = 0.8) (Area of Pile)

; = 1.88! m(Perimeter of Pile)

E($5% # L5$> S"(N S/T

Cu qb qb 5x qb 655

LDb

Nc Nc 5b( QB(m) (m) /($ T6$ 0=1 (Ton)

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27/39


28/39


Lan7utan 8

DATA TANA@ B@/>"$ Be'nt Reiden*eB">$ /($ />"6$>7$% D- . !"0 '

E($5% # L5$>

N S/T

2% 2% 5x 2% 655 QS /: / *S3= ,-*- *- /($ (Ton) (Ton) 7$5 75> 7$5 75>

*- *7"- *7"- *7"- *7"-

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29/39

'2-'# 2-'# 45-'# &5 1-&6 0.00 1-&6 &%-&3 142-3& 164-&4 142-3& 313-5# &%3-'5'3-## 2-'# 41-## &5 1-&6 0.00 1-&6 &%-&3 1%5-'' ;;; 1%5-'' 4#4-21 &5#-12

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30/39

B9C dan :*T4-##


31/39


32/39


33/39


34/39

R$567u(5% @5%( /$>#7u?5 D55 Duu? T5? T$5 & T5>



D575 T55#;$5(55 L $2$72 T$5 T5> *T"-

( ' ) (') (Tn) (Tn)

B">$ /($ 1000

B *T"-

( ' ) (') (Tn) (Tn)

B">$ /($ )00

B


35/39

R$567u(5% @5%( /$>#7u?5 D55 Duu? T5? T$5 & T5>



D575 T55#;$5(55 L $2$72 T$5 T5> *T"-

( ' ) (') (Tn) (Tn)

B">$ /($ 1000

B 2### mm : 315 Ton (Tekan)

185 Ton (Tari)

> %## mm : 175 Ton (Tekan)

22# Ton (Tari)

;$%6u(5 F

maa berdasaran "asil pengecean tsb diatas untu perencanaan diambiluntu Bored Pile > 2### mm

,aya ,uung Tean 0 T"

,aya ,uung Tari 180 T"


36/39


37/39

REKAPITULASI PENGE3EKAN DAYA DUKUNG PONDASI TIANG BOR

/55? B">$ /($ F !0

/5>%5( S52$7 35c7">

D5$7$> S3= *E B$5>?- & S3=. *S R$%%75c$-

B">$ /($ B@1 B@ B@

c T" T" T"

T$5 *T"- ;RE!? ;RE!? ;RE!?

/$>#7u?5 T5> *T"-

b$>5%5>5

N(5 Su T$5 *T"- Err8'#1 ;RE!? ;RE!?

LYMON C. REESE& OGNEILL, 1989- T5> *T"- Err8'#1

T$5 *T"- ;RE!? ;RE!? ;RE!?

T5> *T"-

Diambil Daya Dukung Bored Pile :

375 Ton

275 Ton

10

100

80

F 2## cm =

F 6# cm =


38/39

REKAPITULASI PENGE3EKAN DAYA DUKUNG PONDASI TIANG BOR

DIMENSI TIAN<

PAN4ANG 5! '

TITI; SOIL TEST / IHIN T$5 /5>%5( S52$7 35c7"> / IHIN T5>

S3= *E B$5>?-, S3=.*S R$%%75c$- S! = 3

/$>#7u?5 B


39/39

TITI; SOIL TEST / IHIN T$5 /5>%5( S52$7 35c7"> / IHIN T5>

S3= *E B$5>?-, S3=.*S R$%%75c$- S! = 3

/$>#7u?5 B

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