ASAM Revisi Report 05 08

7/26/2019 ASAM Revisi Report 05 08

1/97

JETTY PT. ARUTMIN INDONESIAASAM-ASAM, SOUTH KALIMANTAN PROVINCE

JETTY COAL TERMINAL

PT. ARUTMIN INDONESIA

ASAM-ASAM, SOUTH KALIMANTAN

DETAILED ENGINEERING DESIGN

OWNER : PT. ARUTMIN INDONESIA

CONTRACTOR : PT. DHARMA SUBUR SATYA

CONSULTANT : PT. ATRYA SWASCIPTA REKAYASA

DATE : 5thNOVEMBER 200

CONTRACTOR:

PT. DHARMA SUBUR SATYA

CONSULTANT:PT. ATRYA SWASCIPTA REKAYASA


2/97


TABLE OF CONTENTS

1.0 Genera.......................................................................................................................!

".0 Genera De#$r%&'%(n () T*e +(r#...........................................................................

".1 Genera...................................................................................................................

"." S*%& S*(re La(/'.................................................................................................

".! C(a L(a%n Je''.................................................................................................

". Te2&(rar Je''.....................................................................................................3

".4 Te2&(rar Dre%n...............................................................................................4

!.0 S%'e C(n%'%(n.............................................................................................................4

!.1 Ge(ra&*%$a an T(&(ra&*%$a Da'a................................................................4

!." Ba'*2e'r.............................................................................................................4

!.! Se%#2%$....................................................................................................................4

!. S%'e De#$r%&'%(n......................................................................................................5

!..1 S/r)a$e C(n%'%(n.............................................................................................5

!.." O))-#*(re S/6#/r)a$e C(n%'%(n......................................................................5

.0 De#%n Cr%'er%a...........................................................................................................5

.1 S*%& Par'%$/ar#.....................................................................................................5

." Ma'er%a..................................................................................................................5

.".1 Re%n)(r$e C(n$re'e.........................................................................................5

."." Re%n)(r$e2en' Bar...........................................................................................7

.".! S'ee Pr()%e.......................................................................................................7

.". S'ee P%&e P%e....................................................................................................7

.".3 C(n$re'e S&/n P%e...........................................................................................7

.".4 Fener...............................................................................................................7

.".5 B(ar...............................................................................................................7

.! De#%n L(a an E8'erna F(r$e#.........................................................................9

.!.1 Dea L(a an S/&er%2&(#e Dea L(a.....................................................9

.!." E:/%&2en' L(a ;E


3/97


.!.10 Tra))%$ L(a....................................................................................................1!

.!.11 Ber'*%n I2&a$' L(a....................................................................................1

.!.1" M((r%n L(a.................................................................................................1

. L(a C(26%na'%(n an L(a Fa$'(r..................................................................1

..1 Genera............................................................................................................1

.." L(a $(26%na'%(n an (a )a$'(r................................................................13

.3 C(rr(#%(n Ra'e.....................................................................................................14

.4 Ca'*(%$ Pr('e$'%(n S#'e2................................................................................14

.5 De#%n L%)e............................................................................................................14

.7 C(e an S'anar..............................................................................................14

.7.1 Mar%ne Fa$%%'%e# Pann%n an De#%n.........................................................14

.7." S'r/$'/ra De#%n............................................................................................15

3.0 Dra>%n# L%#' )(r Je'' +(r#................................................................................17

CONTRACTOR:




4/97


1.0 Genera

Th!" #$%t '&($# th$ )$t*!+$) )$"! th$ )$t*!+$) )$"! /*#!$ " '&*+ +&*)! $tt3.

".0 Genera De#$r%&'%(n () T*e +(r#

".1 Genera

Th$ '&*+ h*)+! !++ 4$ +&'*t$) *t A"*/-*"*/ *#&) 600 1/ #&/ B**#/*"!, '*%!t*+ '!t3 &

S&th K*+!/*t* %#&(!'$. C&*+ +&*)! $tt3 !++ '&"!"t & th$ &++&! /*! $+$/$t":

7 O-"h$ '&($3 &)*t!&8 '&($3 t#"" *#$ $9'+)$) ! $tt3 "

7 J$tt3 %+*t/ 6296 S;M8

7 B#$*"t! )&+%h!"8

7 M&! )&+%h!"8

7 C*t*+1"87 T$/%*#3 +*)! $tt38

7 C*"$*3 t$/%*#3 +*)! $tt38

7 T$/%*#3 )#$)! '&"t#'t!& & '&($3

Th$ $tt3 !++ 4$ "$) ,000 DWT "$+ %#&%$++$) '&*+ 4*#$. Th$ *4&($ /$t!&$) /*! $+$/$t"

*#$ )$"'#!4$) ! /$ )$t*!+ ! th$ &++&! %*#*#*%h":

"." S*%& S*(re La(/'

Th$ '&*+ +&*)! $tt3 )!"t*'$ !++ 4$ +&'*t$) *t *4&t 6,600 / #&/ "h$ t& &4t*!$) "$* 4$) +$($+ &

-5.0 / LWS.

".! C(a L(a%n Je''

Th$ '&*+ +&*)! $tt3 '&"!"t$) & th$ &++&! "3"t$/:

6. O-"h$ '&($3 &)*t!&8

2. P+*t/ 6296 /28

$)$#! *) /&! "3"t$/8

5. M&! )&+%h! 6 &"8

?. C*t*+1"

O"h$ '&($3 &)*t!& !++ 4$ '&'#$t$ %!+$ '*% "%%t$) 43 '&'#$t$ "% %!+$ *) "t$$+ %!%$%!+$. Th$ &++&! !++ 4$ '&/!t3 !th )#*!:

- CSP D@?00 // 600 th!'1 #*)$ C, '#*'1! /&/$t & 2 t&./8

- SPP D@?0 // 62.0 // th!'1$""8

Th$ %!+$ +$th !++ 4$


5/97


N& $)$# *tt*'h$) & th!" '&"t#'t!& "!'$ *++ th$ 4$#th! !/%*'t *) /&! +!$ +&*) !++ 4$

""t*!$) 43 )&+%h!.

Th$ )&+%h! '&"!"t" & "!9 B#$*"t! )&+%h!", &$ /&! )&+%h!.

Th$ B#$*"t! )&+%h!" !++ 4$ '&'#$t$ "t#'t#$ 5.095.096.5/ *) !$ "t$$+ %!%$ %!+$" &)*t!& &

?0.? // )!*, 62 // th!'1, *)


6/97


!.0 S%'e C(n%'%(n

!.1 Ge(ra&*%$a an T(&(ra&*%$a Da'a

Th$ "!t$ !" +&'*t$) *t A"*/-*"*/, S&th K*+!/*t*, I)&$"!*. A +&'*t!& %+* & th$ "!t$ !" )$%!'t$)

! th$ !#$ 4$+&.

7 B*"$ $+$(*t!& "t*#t & $tt3 @ 5.00 / LWL

7 F#&) $+$(*t!& (*#!*t!& @ 6.00 / LWL t& =.0 / LWL

B*"$) & th$ "#($3, th$ $*# "h$ t&%*%h!' '&!#*t!& !" #$+*t!($+3 +*t.

!." Ba'*2e'r

Th$ "$*4$) '&t !" !)!'*t$) ! th$ )#*! %#$"$t$) $+"$h$#$ & th!" )&'/$t. I th$ )$t*!+$)

)$"! 4*th3/$t#!' "#($3 !++ 4$ '&)'t$) ! th$ )$"! "t*$.

!.! Se%#2%$

Th$ '&t#3 & I)&$"!* !" '+*""!!$) !t& "!9 *#$*", L*$+$ 4$+&" t& *#$* = !th S$!"/!' '&$!'!$t

& 0.0< "t! "&!+ *) 0.05 "&t "&!+.

!. S%'e De#$r%&'%(n

!..1 S/r)a$e C(n%'%(n

Th$ &-+*) *#$* !" * +*t t$##*! !th /*9!// #&) $+$(*t!& & *4&t =.000/. Th!" *#$* !" &t

3$t )$($+&%$). B"h$" *) 't t#$$ t#1" '* 4$ &) $($#3h$#$ !th! th!" *#$* *) '+$*#! !" &t

3$t !!"h. S&/$ *#$ *" &) *#$ "*/%3 *#$*.

!.." O))-#*(re S/6#/r)a$e C(n%'%(n

S4"#*'$ "&!+ %#&!+$ ! th$ &"h$ "!t$ /&"t+3 '&"!"t" & "*) *) "!+t3 '+*3 +*3$#". S*) +*3$# *"

&t &) ! th$ 4$h&+$" BH-0 *) BH-0. Th!" "*) +*3$# !" /&"t+3 +&&"$ t& /$)!/ )$"$ !th

SPT-N (*+$ & /&"t+3 +$"" th* 60.

Th$ +*3$# )$#+3! th$ "*) +*3$# !" "!+t3 '+*3 '+*3$3 "!+t +*3$# & ($#3 "t! t& h*#) !th SPT-N

(*+$ & /$ th*


7/97


." Ma'er%a

Th$ &++&! #$%#$"$t th$ "t*)*#) & %$#/*'$ /*#!$ '!(!+ " & th!" %#&$'t.

.".1 Re%n)(r$e C(n$re'e

Th$ &++&! *" "$) *" th$ 4*"!" ! th!" )$"!.

>+&GS+*4 F.=0 '@ !++ > P!+$ F.'@ 2= 1G'/2

C&'#$t$ '&($# th!" %#&$'t t*1$ *" th$ &++&!.

7 C&'#$t$ +&: 5 '/ %&"!t!($ #$!'$/$t 4&tt&/ *) = '/ $*t!($ #$!'$/$t

t&%8

7 B$*/": .0 '/ 4&tt&/ *) t&% #$4*#8 S!)$ '&'#$t$ '&($# t*1$ 5 '/8

7 P!+$ '*%: 60 '/ 4&tt&/ *) t&% #$!'$/$t8 S!)$ '&'#$t$ '&($# t*1$ t& 4$ 60 '/8

."." Re%n)(r$e2en' Bar

St$$+ #$!'$/$t ! th!" %#&$'t !++ h*($ th$ &++&! 'h*#*'t$#!"t!'.

R$4*# )!*/$t$# 62 %+*! 3 @ 2,=00 1G'/2

E" @ 2,600,000 1G'/2

R$4*# )!*/$t$# 6< )$/$) 3 @ =,200 1G'/2

E" @ 2,600,000 1G'/2

.".! S'ee Pr()%e

Th$ "t$$+ %#&!+$ "$) ! $tt3 " !++ 4$ ! *'')*'$ t& JIS F


8/97


.".5 B(ar

Th$ "t$$+ %#&!+$ !++ 4$ ! *'')*'$ t& JIS F


9/97


.!.! P%&%n L(a

P!%! +&*) "h*++ /$* th$ t&t*+ $!ht & %!%$, '&t$t" ! %!%$, !"+*t!&, h*$#", "%%t, $t'.

h$ th$ %!%! +&*) !" '&/%*#*t!($+3 "/*++, !t !++ 4$ *""/$) *" !/+3 )!"t#!4t$) +&*) &($# th$

&''%!$) +& *#$*.

.!. L%=e L(a ;L&++&! )#* '&$!'!$t *) !$#t!* '&$!'!$t *#$ "$) '!#'+*# %!+$" ! *'')*'$ !th th$

T$'h!'*+ St*)*#)" Pt *) H*#4 >*'!+!t!$" ! J*%*.

C)@ 6.0, C!@ 2.0

S'$: C+*"$ 5.=.6 P*#t II, T$'h!'*+ St*)*#)" Pt *) H*#4 >*'!+!t!$" ! J*%*.

N&t$: - Th!" t*4+$ !" *%%+!'*4+$ D0.6L

S'$: C+*"$ .2 P*#t II, T$'h!'*+ St*)*#)" Pt *) H*#4 >*'!+!t!$" ! J*%*.

CONTRACTOR:




11/97


T&t*+ *($ '$ !" &4t*!$) 43 th$ "*!) M!"&" $*t!& >@>!>) *) th$ )#* '$ >) )$%$)"

& *($ %*#t!'+$ ($+&'!t3 *) th$ !$#t!* '$ >! )$%$)" & *($ %*#t!'+$ *''$+$#*t!&.

.!.5 +%n L(a (n S'r/$'/re

Th$ !) +&*) "h*++ 4$ '*+'+*t$) ! *'')*'$ !th th$ UBC, %*#. 2


12/97


.!.9 Se%#2%$ L(a

S$!"/!' +&*) "h*++ 4$ '*+'+*t$) ! *'')*'$ !th SKBI-6.


13/97


T$/%*#3 &%$#*t!&

7 A''$"" & 650 t& '#*$ &+3 *''$"", & &%$#*t!&

7 A''$"" & T-=5 t& t#'1"8

4. L&*)! %+*t/ th$ C$t$# & 6296 / *#$*

N/*+ &%$#*t!&

7 O%$#*t!& & '&($3 +&*)! t&$#.

.!.11Ber'*%n I2&a$' L(a

Th$ 4$#th! $$#3 !" '*+'+*t$) *" &++&:

E @ 0.5MDC/C"C'C$V2

E* @ S>E

Wh$#$:

MD @ 6.


14/97


T*4+$ =.6 K!) & L&*)"

Th$ &++&! +&*)" *) '$" "h*++ 4$ '&"!)$#$) ! th$ )$"! & %+*t "t#'t#$".

N&. L&*) *) >'$" E9%#$""$) A"

6. D$*) L&*) D

2. E!%/$t +&*)- O%$#*t! +&*) E&

- E/%t3 +&*) E$

- >++ *t$# +&*) E

P!+$ D$"!

B*"!'*++3, "t#'t#*+ "t$$+ %!+$ &)*t!& "h*++ 4$ )$"!$) ! th$ &++&! +&*) '&/4!*t!& ! BS

? R$!'$) C&'#$t$ D$"!

R$!'$) '&'#$t$ "h*++ 4$ )$"!$) ! th$ &++&! +&*) '&/4!*t!&

T*4+$ =.2 L&*) '&/4!*t!& E!%/$t >&)*t!&".

T*4+$ =.< L&*) '&/4!*t!& J$tt3 RC St#'t#$".

C*"$ L&*) C&/4!*t!& *) L&*) >*'t

O%$#*t!& 6.=D 6.L 6.=E& 6.=P 6.=T 6.= V 6.=T#

C#*$, H&!"t O%$#*t$) 0.56.=D 6.L 6.=E& 6.=P 6.=Th 6.=T# 6.I

W!) 0.56.=D 6.L 6.=E& 6.=P 6.=Th 6.W

E*#th*1$ 0.56.=D 6.L 6.=E& 6.=P 6.=Th 6.6.6S

C*#& O%$#*t!&" 0.56.=D 6.L 6.=T# 6.=P

CONTRACTOR:



C*"$ L&*) C&/4!*t!& *) L&*) >*'t

O%$#*t!& 6.=D 6.L

C#*$, H&!"t O%$#*t$) 6.=D 6.L 6.I

W!) 6.=DL 6.L 6.W

E*#th*1$ 6.=D 6.L 6.96.6S


15/97


T*4+$ =.= L&*) '&/4!*t!& E!%/$t >&)*t!&.

C*"$ L&*) C&/4!*t!& *) L&*) >*'t

O $#*t!& 6.=D 6.L 6.=E& 6.=P 6.=T 6.= V 6.=T#

W!) 0.5 6.=D 6.L 6.=E& 6.=P 6.=Th 6.W

E*#th *1$ 0.56.=D 6.L 6.=E& 6.=P 6.=Th 6.6.6S

>++ *t$# t$"t 0.56.=D 6.L 6.=E 6.=P

.3 C(rr(#%(n Ra'e

C#&"!& #*t$ "$) h$#$-*t$# !++ 4$ *" &++&:

T*4+$ =.5 C#&"!& #*t$" & #$"!"t*t "$**t$# "t$$+ *) '*#4& "t$$+ ! th$ /*#!$ $(!#&/$t.

&$C#&"!& R*t$ //G3#

S$* W*t$# C#&"!& C*#4& St$$+R$"!"t*t St$$+

At/&"%h$#!' 0.0=0.05 0.2 0.5

S%+*"h 0.600.65 0.< 0.5T!)*+ 0.60 0.6

S4/$#$) 0.650.25 0.2 0.25

M) 0.0? 0.6

I )$# t& #$)'$ '#&"!& *tt*'1 & '&'#$t$ *) "t$$+, %#&t$'t!($ /*t$#!*+ !++ 4$ *%%+!$).

.4 Ca'*(%$ Pr('e$'%(n S#'e2

> '*th&)!' %#&t$'t!&, I/%#$""$) C##$t S3"t$/ t& 4$ %#&(!)$) +!$ t!/$ & 20 3$*#".

.5 De#%n L%)e

Th$ )$"! +!$ & th$ $ $9t$"!& $tt3 *'!+!t3 !" 20 3$*#". A%%#&%#!*t$ %$#!&)!' /*!t$*'$ *)

%#$'*t!& "t$% "h&+) 4$ )&$ t& !'#$*"$ th$ +!$t!/$ & "ht-t!/$ $+$/$t" "'h *" $)$#", +*))$#,

4$#th +!ht *) &th$#". R$/*!! +!$ t!/$ & $9!"t! $tt3 *#$ &t & th!" "'&%$ & .

.7 C(e an S'anar

.7.1 Mar%ne Fa$%%'%e# Pann%n an De#%n

7 B#!t!"h St*)*#) C&)$ & P#*'t!'$ M*#!$ St#'t#$" - P*#t 6-?. BS?


16/97


7 P$#*t#* P$/4$4** I)&$"!* t1 F$) 6< 3* 1!! )!*/*1* T*t* C*#* P$#$'***

P$/4$4** t1 R/*h )* F$) SKSNI 626>8

7 B1 B$t& P$#$'*** t1 St#1t# B$t& B$#t+* B!*"* )* St#1t# T$/4&1 B$#t+*

t1 F$) 6


17/97


3.0 Dra>%n# L%#' )(r Je'' +(r#

Th$ &++&! !++ 4$ th$ )#*! +!"t J$tt3 W":

D#*! N/4$# D#*! T!t+$

FENERAL

ASM-ST-006 C&($# P* $ASM-ST-002 L!"t O D#*!

ASM-ST-00< D$"! C#!t$#!*

ASM-ST-00= St*)*#) D$t*!+ > St#'t#*+ W "h$$t 6 & 2

ASM-ST-005 St*)*#) D$t*!+ > St#'t#*+ W "h$$t 6 & 2

ASM-ST-00? F$$#*+ L* &t

ASM-ST-00 F$$#*+ P+*

ASM-ST-00 P!+$ L* &t C&)!*t$"

ASM-ST-00 T*4+$ O C&)!*t$" O P!+$

ASM-ST-060 J$tt L* &t

ASM-ST-066 L& !t)!*+ E+$(*t!& J$tt

ASM-ST-062 C&($ S t D$t*!+

ASM-ST-06< R$4*# A##* $/$t C&($ S tASM-ST-06= P+* *) V!$ P+*t/

ASM-ST-065 R$4*# A##* $/$t P+*t/

ASM-ST-06? P+* *) V!$ B#$*"t! D&+ h! BD.6 t& BD.62

ASM-ST-06 R$4*# A##* $/$t B#$*"t! D&+ h! BD.6 t& BD.62

ASM-ST-06 P+* *) V!$ M&! D&+ h! MD.6

ASM-ST-06 R$4*# A##* $/$t M&! D&+ h! MD.6

ASM-ST-020 P+* *) D$t*!+ & C*t*+1

ASM-ST-026 I!++ C&'#$t$

ASM-ST-022 D$t*!+ S +*"h &$ P#&t$'t!& > St$$+ P! $ P!+$ h&+)

ASM-ST-02< D$t*!+ >$)$#

ASM-ST-02= D$t*!+


18/97


4.0 Pa')(r2 Pan

Th!" %+*t/ '&"!"t & * '&'#$t$ '*% !th * "*#$ *#$* & 62.0 9 6.0 / !th 6.0 / & th!'1$"".

Th$ '&"t#'t!& & %+*t/ !" * %!+$ "%%t$) '&'#$t$ 4+&'1.

Th!" '&"t#'t!& '&"!"t" & th$ &++&! "t#'t#*+ /$/4$#:

L*#$ '&'#$t$ 4+&'18

P!+$ &)*t!&8

L*#$ '&'#$t$ 4+&'1 !" $$)$) t& #$)'$ th$ %++ &t '$" &''##$) ! #$"!"t! $9'$""!($ h!&t*+

+&*).

P!+$ &)*t!&. > th!" %#&$'t th$ &)*t!& th$ '&'#$t$ 4+&'1 !" "t$$+ %!%$ %!+$.

4.1 L(a#

Th$ +&*)! & /&! )&+%h! '&"t#'t!& !" *" t& 4$ $9%+*!$) ! th$ &++&!.

4.1.1 Dea L(a

Th$ )$*) +&*) !++ '&'#$t$ 4+&'1, 4&++*#) *) '*t*+1" #$*'t!&. Th$$t!'*+ $!ht & th$ '&'#$t$

4+&'1 !" 55.?< t&.

4.1." L%=e L(a

L!($ +&*) & th$ )&+%h! !" 650 1G/2 5.= t& $t!#$ "#*'$. Th!" +&*) !" #$+*t!($+3 ($#3 "/*++

'&/%*#$ t& &th$# +&*) "'h *" )$*) +&*). Th" +!($ +&*) ! th!" )$"! !++ 4$ $+$'t$).

4.1.! +%n L(a

W!) +&*) *'t! & th!" '&"t#'t!& !" th$ )!#$'t+3 *%%+!$) +&*) & $tt3 ($#t!'*+ *'$". V$#t!'*+ *'$"

t*1$ *" th$ )$%th & 4$*/ /$/4$#. B*"$) & !) "#($3, )&/!*t !) h*%%$" #&/ $*"t

)!#$'t!&.

( @ 620 1/Gh

@


19/97


4.1. Se%#2%$ L(a

Th$ "$!"/!' +&*) )$t$#/!$) 43 "! 4*"!' "t*t!' $!(*+$t +&*) *" &++&":

> @ C.IGRWt

@ 0. 6.5G?.5522.?

@ 5.2 t&

Th!" #$"+t "h&! th*t "$!"/!' +&*) !" &t '#!t!'*+ '&/%*#$ t& 4&++*#) +&*).

Wh$#$:

C @ #$!&*+ "$!"/!' '&$!'!$t8

@ 0.5GT

T @ 6.06

C @ 0.

I @ I/%t*t *'t

@ 6.5

R @ R$)'t!& *'t

@ ?.5 #!!) "t#'t#$8

> "$!"/!' +&*)! '&)!t!& *%%+!$) ! 2 /* )!#$'t!&" *" &++&:

t#*"($#"*+ : 600 Q

Y +&!t)!*+ :


20/97


4.1.4 +a=e L(a (n S'r/$'/re

W*($ +&*) & "t#'t#$ !" *%%+!$) t& th$ "!+$ %!+$ &)*t!& *) '*+'+*t$) 4*"$) & *""/%t!&

!) *($ h!)'*"t! %#$"$t$) ! R$. 6 !" =.5 / !th %$#!&) & .< "$'&). Th!" *($ +&*) !++ 4$

$$#*t$) 43 th$ '&/%t$# /&)$+.

CONTRACTOR:




21/97


LOAD O> UPPERSTUCTURE

NODE LOAD F? ;TON< FY ;TON< F@ ;TON< M? MY M@

1, DL 0.06 0.00


22/97


SL-Y -0.2 -5.0?? -6.?6 0.000 0.000 0.000

SL-Y;-< 0.2 5.0?? 6.?6 0.000 0.000 0.000

!, DL 0.6=0 -0.0 25.20< 0.000 0.000 0.000

0.0?0 -0.0


23/97


62 COMB.62: 6.0DL 6.0CUR 6.0WIND 6.0WAVE >6 B68

66 @ >$)$# +&*) *##*$/$t 68

4. S$!"/!' E*#th*1$:

S$!"/!' +&*)! '&)!t!&" *#$ *" &++&:

6= COMB.6=: 6.0DL 0.


24/97


4.!." Me26er Se$'%(n Pr(&er'%e#

Th$ %!+$ "$'t!& %#&%$#t!$" "$) ! th$ "t#'t#*+ **+3"!" !" *" &++&.

OD @ ?0 //

t @ 62 //

ID @ 55 //

E @ 2.6960?t&G/2

Th$ "+*4 "$'t!& %#&%$#t!$" "$) ! th$ "t#'t#*+ **+3"!" *#$ *" &++&.

4 @ 62000 //

h @ 6000 //

E @ 2.


25/97


Figure 6.1 Plot model 3D.

CONTRACTOR:




26/97


Figure 6.2 Live load.

CONTRACTOR:




27/97


Figure 6.3 Current load.

CONTRACTOR:




28/97


Figure 6.1 Seismic load direction x (transverse jetty.

CONTRACTOR:




29/97


>!#$ ?.2 S$!"/!' +&*) )!#$'t!& 3 +&!t)!*+ $tt3.

CONTRACTOR:




30/97


>!#$ ?.? W*($ +&*) )!#$'t!& 9.

CONTRACTOR:




31/97


>!#$ ?. W*($ +&*) )!#$'t!& 3.

CONTRACTOR:




32/97


>!#$ ?. W!) +&*) )!#$'t!& 9.

CONTRACTOR:




33/97


>!#$ ?. W!) +&*) )!#$'t!& 3.

CONTRACTOR:




34/97


4. P%e F(/na'%(n

Th$ %!+$ )$"! !++ !'+)$ th$ "t#$""$" & %!+$" *) )$+$'t!& '&t#&+ t& "h& th$ #!!)!t3 & th$

&($#*++ "t#'t#$.

4..1 P%e S're##

Th$ *'t*+ "t#$"" & %!+$" !++ 4$ *t&/*t!'*++3 43 th$ %#*/ ! '&"!)$#*t!& & "$'t!&, !$#t!* *)

"+$)$#$"". Th$ *'t*+ "t#$""$" !" *" &++&:

P$#/*$t L&*):

' @ 66.?5 1G'/2 '&/%#$""!&

T$/%*3 L&*):

' @ 26.= 1G'/2 '&/%#$""!&t @ ?.5= 1G'/2 t$"!&

Th$ *++&*4+$ "t#$"" !" *" &++&:

*,' @ 0.?3 %$#/*$t +&*)

@ 6==0 1G'/2

*,' @ 0.3 t$/%*#3 +&*)

@ 620 1G'/2 t$/%*#3 +&*)

C&/%+$t$ #$"+t !" %#$"$t$) ! A%%$)!9


35/97


Table 6.& Pile load due to te!poa' load "LC#& till LC#1&%.

L&*) F1 F" F! M1 M" M!

C&/4!*t!& T& T& T& T&-/ T&-/ T&-/

< -5.6


36/97


@?6.52A: A.: 6000


37/97

S$* B$)

V!#t*+

>!9!t3

L$($+

P!+$

D$'1 $+$(*t!&


T$/%*#3 L&*):

S> @


38/97


La 0m

Depth 25.9m

OD 609mm

Thickness 12mm

ID 585mm

I 10008.92cm4

Len!th"L 25.9m

c 0.269t#n$m2

10# 1.%5t#n$m & 0.%5t#n$m

nh 0.15&'$m(&edi)m dense s)bme*!eds#il+

,I 586.88&'.m2

T5.2298%86

m

L$T4.9521%

8

L - 4T L#n! Piles

FreeHead

) / &) $ (e0.54s*t() $(3 p+++

p/(1sin+$(1sin+

lt. Static late*al *esistance / 7p3

&) /%9.061218

t.m (apasitas tian! pancan!+

p /1.4202%66

T*ial and ,**#* )

) 24.05%t#n 24.05%

) / 24.052881 t#n /4.99133

2

CONTRACTOR:




39/97


all /12.026440

5t#n(S: / 2.0+

H @ 2=.0526 t&

H*++ @ HGS>

@ 2=.0526G2.0

@ 62.02?== t&

4.5 De#%n O) C(n$re'e B($

Th$ '&'#$t$ 4+&'1 )$"! !++ !'+)$ th$ &++&!:

4.5.1 M%n%2/2 Re%n)(r$e2en'

C&'#$t$ 4+&'1 #$!'$/$t !++ * /!!// #$!'$/$t & 0.0065.

M*t$#!*+ P#&%$#t!$":

K @ =00

' @ 0.


40/97


Figure 6.! "ein#orcement arrangement $lat#orm

CONTRACTOR:




41/97


Figure 6.1% Section s&o'ing rein#orcement $lat#orm

>!#$ h*" 4$$ ! '&'t!& !th th$ )$"! )#*!.

4.5." P/n$*%n S*ear

Th$ %'h! "h$*# t& 4$ 'h$'1$) 43 th$ &++&! '&)!t!&.

'V V +t!/*t$ %!+$ +&*)

6.?


42/97


4& @ 2.5=

@ 26.? //

' @ 6.0 '!#'+*# "h*%$

Wh$#$:

)$ @ $$'t!($ )$%th & "h$*# 4$*#! //8

4& @ %$#!/$t$# & "h$*# 4+&'1 //8

' @ "h*%$ *'t //8

@ 0.? *" #$)'t!& *'t "h$*# //8

@ 6.0

V' @ "h$*# '*%*'!t3 & '&'#$t$ N8

4.5.! J(%n' P%e T( P%e Ca&

J&!t %!+$ t& %!+$ !" %$#/$) 43 $/4$))! th$ %!+$ t& th$ '&'#$t$ 4+&'1 43 6000 // *) %+*'!

#$!'! 4*#. Th$ #$!#$/$t & #$!'! 4*# !" '*+'+*t$) 4*"$) & th$ *9!*+ '&/%#$""!& '$

*) %++ &t '$ &''# ! %!+$.

M!!// #$!'$/$t !" t*1$ 6Q & th$ #&"" *#$* & "$'t!&.

Wh$#$*" th$ )!*/$t$# !" ?0 //, th$ /!!// #$!'$/$t t& %$#/$) *" "ht '&+/ !" *"

&++&:

A",/! @ 0.06A@ 0.06266.= '/2

@ 2.66= '/2

U"$ D6 *" '&'#$t$ !++ #$4*# h$'$ th$ *t!t3 !++ 4$:

@ 2.66=G2.!#$ ?. S$!"/!' L&*) D!#$'t!& Y +&!t)!*+ $tt3.

CONTRACTOR:




59/97


5. P%e F(/na'%(n

Th$ %!+$ )$"! !++ !'+)$ th$ "t#$""$" & %!+$" *) )$+$'t!& '&t#&+ t& "h& th$ #!!)!t3 & th$

&($#*++ "t#'t#$.

5..1 P%e S're##

Th$ *'t*+ "t#$"" & %!+$" !++ 4$ *t&/*t!'*++3 43 th$ %#*/ ! '&"!)$#*t!& & "$'t!&, !$#t!* *)

"+$)$#$"". Th$ *'t*+ "t#$""$" !" *" &++&:

P$#/*$t L&*):

' @ 6.0502 t&G/2'&/%#$""!&

T$/%*3 L&*):

' @ =.6


60/97


Table 6.) Pile load due to te!poa' load "LC#& till LC#&1%.

OutputCaseCaseTyp

e F1 F2 F3 M1 M2 M3

Te;t Te;t T#n T#n T#n T#nm T#nm T#nm

DLLL==7


61/97


,> #n12.195

9 4210.529

2%.4984

6

DL0.LL0.,;0.,>


62/97


@


63/97


5.3.! La'era Bear%n

Th$ +*t$#*+ 4$*#! '*%*'!t3 & "&!+ & %!+$" !" '*+'+*t$) 4*"$) & th$ 3!$+) /&/$t & %!+$ th" +*t$#*+

"&!+ 4$*#! '*%*'!t3 SPP D@?0 // t@62 // !" *" &++&.

M3 @ 3

C*+'+*t!& !" %#$"$t$) ! th$ &++&!.

CONTRACTOR:




64/97


> SPP D @?0 // t @62 //:

Long Piles

P!+$ h$*)


65/97



Th$ '&'#$t$ 4+&'1 )$"! !++ !'+)$ th$ &++&!:

5.4.1 M%n%2/2 Re%n)(r$e2en'

C&'#$t$ 4+&'1 #$!'$/$t !++ * /!!// #$!'$/$t & 0.0065.

M*t$#!*+ P#&%$#t!$":

K @ =00

' @ 0.


66/97


Figure -.1% "ein#orcement arrangement mooring dol$&in.

CONTRACTOR:




67/97


>!#$ .66 S$'t!& "h&! #$!'$/$t /&! )&+%h!.

>!#$ h*" 4$$ ! '&'t!& !th th$ )$"! )#*!.

5.4." P/n$*%n S*ear

Th$ %'h! "h$*# t& 4$ 'h$'1$) 43 th$ &++&! '&)!t!&.

CONTRACTOR:




68/97


'V V +t!/*t$ %!+$ +&*)

6.?.


69/97


5.4.! J(%n' P%e T( P%e Ca&

J&!t %!+$ t& %!+$ !" %$#/$) 43 $/4$))! th$ %!+$ t& th$ '&'#$t$ 4+&'1 43 500 // *) %+*'!

#$!'! 4*#. Th$ #$!#$/$t & #$!'! 4*# !" '*+'+*t$) 4*"$) & th$ *9!*+ '&/%#$""!& '$

*) %++ &t '$ &''# ! %!+$.

M!!// #$!'$/$t !" t*1$ 6Q & th$ #&"" *#$* & "$'t!&.

Wh$#$*" th$ )!*/$t$# !" ?0 //, th$ /!!// #$!'$/$t t& %$#/$) *" "ht '&+/ !" *"

&++&:

A",/! @ 0.06A

@ 0.06262 '/2

@ 2.62 '/2

U"$ D25 *" '&'#$t$ !++ #$4*# h$'$ th$ *t!t3 !++ 4$:

@ 2.62G=.6@ 5.


70/97


@ 25.5< t&

N/4$# & !!++ #$4*# !" *" &++&:

@ T*'tG>6

@ 26.6 @

@ 62 9 62.? t&

@ 65


71/97


CONTRACTOR:




72/97


7.0 M((r%n D(&*%n ;MD!#$ ?. S$!"/!' L&*) D!#$'t!& Y +&!t)!*+ $tt3.

CONTRACTOR:




87/97


7. P%e F(/na'%(n

Th$ %!+$ )$"! !++ !'+)$ th$ "t#$""$" & %!+$" *) )$+$'t!& '&t#&+ t& "h& th$ #!!)!t3 & th$

&($#*++ "t#'t#$.

7..1 P%e S're##

Th$ *'t*+ "t#$"" & %!+$" !++ 4$ *t&/*t!'*++3 43 th$ %#*/ ! '&"!)$#*t!& & "$'t!&, !$#t!* *)

"+$)$#$"". Th$ *'t*+ "t#$""$" !" *" &++&:

P$#/*$t L&*):

' @ 0.5


88/97


Table 6.1 Pile load due to te!poa' load "LC#& till LC#&1%.

L(a F1 F" F! M1 M" M!

C&/4!*t!& T& T& T& T&-/ T&-/ T&-/

< -.5565


89/97


7.3.1 er'%$a Bear%n

S&!+ 4$*#! '*%*'!t3 *t /&! )&+%h! !" 4*"$) & BH-66 !th * $/4$)/$t )$%th &


90/97


7.3." M%n%2/2 P%e Len'*

M!!// %!+$ +$th *" )$t$#/!$) 4*"$) & th$ !9!t3 (*+$ *" &++&:

Calculation of Fixity Point SPP D=609 mm and thk. 12 mm

Soil Investigation Result

'*T + !.

h+ .!$ g-m

Section Properties

Diameter of PileOD + /.0 m1D + $2.$ m

Thickness

t + !.# m

Area of Section

A + ##$./ m

Moulus Inertia1 + !"2.0#! m

%

Steel !rae /

fy+ #% 3*a

+ #%. g-m#

"lasticity Moulus #"$

4s+ #!. 3*a

+ #!. g-m#

Safety Factor #SF$5 + !.

%irtual Fixity #&f$

6f+ $$! m

Sea Bed

Virtual

Fixity

Level

Pile

Deck elevation

>!#$ *4&($ "h&! th$ /!!// %!+$ +$th t& / * !9$) "%%t & th$ %!+$" !" 5.56 / "*3

?.0 /.

7.3.! La'era Bear%n

Th$ +*t$#*+ 4$*#! '*%*'!t3 & "&!+ & %!+$" !" '*+'+*t$) 4*"$) & th$ 3!$+) /&/$t & %!+$ th" +*t$#*+

"&!+ 4$*#! '*%*'!t3 SPP D@?0 // t@62 // !" *" &++&.

M3 @ 3

C*+'+*t!& !" %#$"$t$) ! th$ &++&!.

CONTRACTOR:




91/97


> SPP D@?0 // t@62 //:

Long Piles

P!+$ h$*)


92/97



Th$ '&'#$t$ 4+&'1 )$"! !++ !'+)$ th$ &++&!:

7.4.1 M%n%2/2 Re%n)(r$e2en'

C&'#$t$ 4+&'1 #$!'$/$t !++ * /!!// #$!'$/$t & 0.0065.

M*t$#!*+ P#&%$#t!$":

K@ =00

' @ 0.


93/97


Figure 6.1% "ein#orcement arrangement mooring dol$&in.

CONTRACTOR:




94/97


>!#$ ?.66 S$'t!& "h&! #$!'$/$t /&! )&+%h!.

>!#$ h*" 4$$ ! '&'t!& !th th$ )$"! )#*!.

7.4." P/n$*%n S*ear

Th$ %'h! "h$*# t& 4$ 'h$'1$) 43 th$ &++&! '&)!t!&.

CONTRACTOR:




95/97


'V V +t!/*t$ %!+$ +&*)

6.??.


96/97


7.4.! J(%n' P%e T( P%e Ca&

J&!t %!+$ t& %!+$ !" %$#/$) 43 $/4$))! th$ %!+$ t& th$ '&'#$t$ 4+&'1 43 500 // *) %+*'!#$!'! 4*#. Th$ #$!#$/$t & #$!'! 4*# !" '*+'+*t$) 4*"$) & th$ *9!*+ '&/%#$""!& '$

*) %++ &t '$ &''# ! %!+$.

M!!// #$!'$/$t !" t*1$ 6Q & th$ #&"" *#$* & "$'t!&.

Wh$#$*" th$ )!*/$t$# !" ?0 //, th$ /!!// #$!'$/$t t& %$#/$) *" "ht '&+/ !" *"

&++&:

A",/! @ 0.06A

@ 0.06262 '/2

@ 2.62 '/

2

U"$ D25 *" '&'#$t$ !++ #$4*# h$'$ th$ *t!t3 !++ 4$:

@ 2.62G=.6

@ 5.


97/97


T*1$ )$($+&%/$t +$th & 6000 //

>6 @ 6

@ 62 9 62.? t&

@ 65

ASAM Revisi Report 05 08

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Transcript of ASAM Revisi Report 05 08