bearing capacity spunpile based on luciano decourt method

7/25/2019 Bearing Capacity Spunpile based on Luciano Decourt method

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ALLOWAB

Ba

DETAILED E

P

PROJECT : Takalar Coal Fired Steam Power Plant

BORE HOLE NO. : S(

LOCATION : Admini)tration B*ildin+

ELEVATION OF GROUND SURFACE : ,(-$.. m

GROUND LEVEL : , /-0% m

ALLOWABLE BEARING CAPACITY OF FO1N2ATION

Uti!ate End Bearin" Ca#a$it%& P't ( N a)era"e * +

L ( Penetration De#t, In Bearin" La%er& B ( #ie dia!eter- A# ( Pie $ross se$tiona area.

Na)" ( A)era"e $orre$ted N in /B 0eo1 and /B a0o)e #ie ti#

Ns ( A)era"e $orre$ted N aon" #ie

+ ( Soi $,ara$teristi$ $oe2i$ient& 34 5N6!4 2or Ca%ed soi& 47 5N6!4 2or Ca% Sit% soi& 48 5N6!4 2or sa

Ao1a0e End Bearin" Ca#a$it% ( P't6SF#

Ao1a0e Fri$tion Ca#a$it% ( F't6SF2

SF# ( 9

SF2 ( 4

Pie o'ter dia!eter : 87 $! ( 7.8 !

Inside dia!eter : 94 $! ( 7.94 !

L N;SPT N a)" Ns + A# As

7

3.9/ 7 7 > 3?.77 >.77 347 7.3@ 0.00

4.9/ 3 3 43 [email protected] 3/.87 347 7.3@ 1.57

9.9/ 4 3 44 47./7 3?.77 347 7.3@ 3.14

/.9/ 9 3 48 4/./7 [email protected] 347 7.3@ 4.718.9/ / 3 4 4.47 47./7 347 7.3@ 6.28

.9/ 8 3 4> 4>.>7 43.? 477 7.3@ 7.85

?.9/ 3 97 93.>7 44.> 477 7.3@ 9.42

>.9/ ? 3 98 9/.7 4/.9> 477 7.3@ 11.00

@.9/ > 3 /7 9?.77 4.33 477 7.3@ 12.57

37.9/ @ 3 /7 [email protected] 4?.87 477 7.3@ 14.14

33.9/ 37 3 /7 /7.77 4>./ 477 7.3@ 15.71

34.9/ 33 3 /7 /7.77 [email protected]> 477 7.3@ 17.28

39.9/ 34 4 /7 /7.77 97.9> 477 7.3@ 18.85

De#t, 2ro!Gro'nd L).

T,i$5nesso2 La%er


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BEARING CAPACITY

BEARING CAPACITY OF SHALLOW FOUNDATION

ai!'! easti$ 2or$e on 2o'ndation ( 373@.> 5N

Ao1a0e $o!#ression 2or$e on 2o'ndation ( 33>@./4 5N


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E BEARING CAPACITY

ed on Standard Penetration Test

GINEERING DESIGN, PLTU TAKALAR

. HUTAMA KARYA (Persero)

rojet !"#$%% &W'

d% sited soi& /7 5N6!4 2or sand% soi.

t 2s Pie ei",t # s ' A. Co!#ression For$e

N a)r . + Ns . A# # t . A# Ns . As # s a ( ' 6S2#

5N6!4 5N6!4 5N 5N 5N 5N 5N

47/7 9.? 7.77 /77.88 7.77 /77.88 399.84

44>7 8>.99 4.?> //?.> @3.9 [email protected] 3?.@@

4//> .? 8.8 />7. 47@.// @7.37 44/./?

4@4> ?9.99 >.98 8?/.@3 9/8.8> @47./@ 4@>./>93// ?>.77 33.39 3?.94 /@7.7@ 337?./3 98>.73

8?7 >4.44 39.@3 3397.@? /8.?? 3??.?8 8?>.9/

97 >.3@ 3.@ 34/>.?> >34.99 473.33 ?7.9/

@47 @3.48 3@./> 398>.?/ 3779.98 494.7> ??.>@

?/77 @?.7/ 44.4 3/84.@@ 343@./7 4?4.9@ >>.8/

?>77 373.? 48.7/ 3893.89 3/9?.4> 4@>.>3 @/.8

>777 378./8 4?.>4 38?7.>7 38./> 944?.4? 37/?.@/

>777 37>.3 97.7 38?7.>7 3>?.? 9//?./ 333>.88

>777 333.4> 99.9@ 38?7.>7 47@?.4 9>./3 33>@./4


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Safe


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7/43

A. Tension For$e

t a ( s6S22

5N

7.77

/8.>3

37/.?4

3?4.?@4/8.7/

944.>@

/7.3

873.?

7@.?7

?3>./

>4>.4/

@9>.99

37/>.>3


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ALLOWABLE BEARI

DETAILED

PROJECT : Takalar Coal Fired Steam Power Plant

BORE HOLE NO. : S(


ELEVATION OF GROUND SURFACE : ,(-$.. m







+ ( Soi $,ara$teristi$ $oe2i$ient& 34 5N6!4 2or Ca%ed soi& 47 5N6!4 2or Ca% Sit% soi& 48 5N6!4 2or sa



SF# ( 9

SF2 ( 4

Pie o'ter dia!eter 7./ 7.8 7. !

Inside dia!eter 7.48 7.94 7./ !

Cross se$tion area7.34 7.3@ 7.4>9 !4

LN3SPT N a4+

N)5

2 !m' 2 !m' 2 !m'

!m' !m' !m' %-. %-/ %-6 kN7m"

7

3.9/ 7 7 > 3?.77 3?.77 3?.77 >.77 347

4.9/ 3 3 43 [email protected] [email protected] [email protected] 3/.87 347

9.9/ 4 3 44 47./7 47./7 47./7 3?.77 347

/.9/ 9 3 48 4/./7 4/./7 4/./7 [email protected] 347

8.9/ / 3 4 4.47 4.47 4.47 47./7 347

.9/ 8 3 4> 4>.>7 4>.>7 4>.>7 43.? 477

?.9/ 3 97 93.>7 93.>7 93.>7 44.> 477

>.9/ ? 3 98 9/.7 9/.7 9/.7 4/.9> 477

@.9/ > 3 /7 9?.77 9?.77 9?.77 4.33 477

37.9/ @ 3 /7 [email protected] [email protected] [email protected] 4?.87 477

33.9/ 37 3 /7 /7.77 /7.77 /7.77 4>./ 477

34.9/ 33 3 /7 /7.77 /7.77 /7.77 [email protected]> 477

39.9/ 34 3 /7 /7.77 /7.77 /7.77 97.9> 477

2e8t9 rom

Gro*nd L4-

T9ikne))

o La;er

!


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4

6

8

10

12

14

16

Bearing Ca


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0.00 200.00 400.00 600.00 800.00 100


16/43

G CAPACITY

ased on Standard Penetration Test

NGINEERING DESIGN, PLTU TAKALAR

PT. HUTAMA KARYA (Persero)

rojet !"#$%% &W'

d% sited soi& /7 5N6!4 2or sand% soi.

A)=t !kN7m"'

) !kN7m"'N a4r - 5

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

%-. %-/ %-6 %-. %-/ %-6 N)7> , $

7.777 7.777 7.777 47/7 47/7 47/7 9.?

3.48? 3.8?3 3.>>8 44>7 44>7 44>7 8>.99

4.839 9.3/4 9.??7 4//> 4//> 4//> .?

9.??7 /.?34 8.88 4@4> 4@4> 4@4> ?9.99

8.74? .4>9 ?.8/7 93// 93// 93// ?>.77

.4>9 ?.>8/ @./48 8?7 8?7 8?7 >4.44

?.8/7 @./48 33.937 97 97 97 >.3@

>.?@ 37.@@ 39.3@8 @47 @47 @47 @3.48

37.789 34.8 38.7>7 ?/77 ?/77 ?/77 @?.7/

33.937 3/.39? 3.@8 ?>77 ?>77 ?>77 373.?

34.8 38.?7> 3>.>87 >777 >777 >777 378./8

39.>49 3?.4?@ 47.?98 >777 >777 >777 37>.3

38.7>7 3>.>87 44.3@ >777 >777 >777 333.4>


17/43

acity Based on SPT


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0.00 1200.00 1400.00 1600.00 1800.00


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Pile Wei+9t !kN' ?8 !kN'

W8 ?t - A8

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

%-. %-/ %-6 %-. %-/ %-6 %-.

7.77 7.77 7.77 48.98 /77.88 8?.>7 7.77

3.>/ 4.?> 9.?? 4>.83 //?.> //.8 ?9.97

9.> 8.8 ?.8/ 97?.4 />7. @4.3 3?.88

8.83 >.98 33.93 9?.@/ 8?/.@3 >4?.>? 4?./

?.98 33.39 38.7> [email protected]@ 3?.94 >>>.@8 [email protected]?

@.3@ 39.@3 3>.>8 ?49.>4 3397.@? 34>.7 83.4

33.79 3.@ 44.4 ?@@.44 34/>.?> 3?@>.48 /@.>

34.> 3@./> 4.9@ >@.8@ 398>.?/ [email protected]> >74.>

3/.?7 44.4 97.3 @4@.@3 3/84.@@ [email protected] @?8.84

3.8/ 48.7/ 99.@9 @>7.3> 3893.89 4478./7 33/@.>4

3>.9> 4?.>4 9?.?7 3778.93 38?7.>7 443.@8 3948.3>

47.44 97.7 /3./? 3778.93 38?7.>7 443.@8 3873.99

44.78 99.9@ /8.4/ 3778.93 38?7.>7 443.@8 3?>.7@


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Diameter 0.4 m

Diameter 0.5 m

Diameter 0.6 m


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?) ?* All- Com8re))ion Fo

N) - A) ?8 , ?) ? all @ ?* 7S8

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

%-/ %-6 %-. %-/ %-6 %-. %-/

7.77 7.77 48.98 /77.88 8?.>7 >8./8 399.84

@3.9 37@.@ 98@.>4 [email protected] ?8/.3 33>.37 3?.@@

47@.// 483.99 /?8.3> @7.37 @/9./> 38/.?4 44/./?

9/8.8> /3/.@ //./7 @47./@ 34/4.8 [email protected]@ 4@>./>

/@7.7@ 8>>.33 ?>?.3 337?./3 3/??.78 488.79 98>.73

/8.?? ??/.@9 34/7.// 3??.?8 4/79.89 /7/.4@ 8?>.9/

>34.99 @?/.?@ 3//@.7> 473.33 4??9.7/ /?4.77 ?7.9/

3779.98 347/.74 3?4.4? 494.7> 937.7 8//.8 ??.>@

343@./7 3/9.4> 3@78./9 4?4.9@ 9888.8> 47.// >>.8/

3/9?.4> 3?4/.?9 4397.77 4@>.>3 [email protected] @9./ @/.8

38./> 3@>?.?? 4997./@ 944?.4? /4/@.?4 ?8>./8 37/?.@/

3>?.? 4484.77 487./ 9//?./ /839.@8 >38.99 333>.88

47@?.4 483?.3/ 4>9./7 9>./3 /[email protected]@ >?4./3 33>@./4


23/43


24/43


25/43

re All- Ten)ion Fore

?)7S

2 !m' 2 !m' 2 !m' 2 !m'

%-6 %-. %-/ %-6

[email protected]? 7.77 7.77 7.77

4/?.?? 9.8 /8.>3 8/.@>

97.@8 >9.?> 37/.?4 348.

/74.>> 39>.49 3?4.?@ 47?.98

/??.4? [email protected]/ 4/8.7/ 4@/.78

?>4.99 48>.93 944.>@ 9>?./

@73.?9 94/.@9 /7.3 />?./7

374?.3/ /73.9/ 873.? 74.73

3388.7/ />?.? 7@.?7 ?93./

34?.33 8?/.@3 ?3>./ >4.9?

39?>.>? 4.8@ >4>.4/ @@9.>@

3/9.3> ?87.? @9>.99 334.77

38/?.?@ >[email protected] 37/>.>3 348>.8?


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ALLOWABLE

DE

PROJECT : Takalar Coal Fired Steam Powe

BORE HOLE NO. : S"


ELEVATION OF GROUND SURFACE : ,(->"" m







+ ( Soi $,ara$teristi$ $oe2i$ient& 34 5N6!4 2or Ca%ed soi& 47 5N6!4 2or Ca% Sit% soi& 48 5N6!



SF# ( 9

SF2 ( 4

Pie o'ter dia!eter 7./ 7.8 7. !

Inside dia!eter 7.48 7.94 7./ !

Cross se$tion area7.34 7.3@ 7.4>9 !4

LN3SPT N a4+

N)2 !m' 2 !m' 2 !m'

!m' !m' !m' %-. %-/ %-6

7

3.84 7 7 ? 44.77 44.77 44.77 ?.77

4.84 3 3 4@ 4/.77 4/.77 4/.77 3>.77

9.84 4 3 97 48.>7 48.>7 48.>7 44.77

/.84 9 3 97 93.>7 93.>7 93.>7 4/.77

8.84 / 3 99 94.47 94.47 94.47 48.>7

.84 8 3 9? 99.>7 99.>7 99.>7 4?.?

?.84 3 93 98.>7 98.>7 98.>7 4>.3/

>.84 ? 3 9> 9?.47 9?.47 9?.47 [email protected]>

@.84 > 3 /7 9?.>7 9?.>7 9?.>7 97.8

37.84 @ 3 /7 [email protected] [email protected] [email protected] 93.87

33.84 37 3 /7 /7.77 /7.77 /7.77 94.4?

34.84 33 3 /7 /7.77 /7.77 /7.77 94.@4

39.84 34 3 /7 /7.77 /7.77 /7.77 99./

2e8t9 rom

Gro*nd L4-

T9ikne))

o La;er

!


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4

6

8

10

12

14

16

Bearin


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0 200 400 600 8000


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BEARING CAPACITY

Based on Standard Penetration Test

TAILED ENGINEERING DESIGN, PLTU TAKALAR

PT. HUTAMA KARYA (Persero)

Plant Projet !"#$%% &W'

4 2or sand% sited soi& /7 5N6!4 2or sand% soi.

5A)

=t !kN7m"'

) !kN7m"'N a4r - 5

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

kN7m" %-. %-/ %-6 %-. %-/ %-6 N)7> , $

347 7.777 7.777 7.777 4/7 4/7 4/7 99.99

347 3.48? 3.8?3 3.>>8 4>>7 4>>7 4>>7 ?7.77

347 4.839 9.3/4 9.??7 97@ 97@ 97@ >9.99

347 9.??7 /.?34 8.88 9>3 9>3 9>3 @7.77

347 8.74? .4>9 ?.8/7 9>/ 9>/ 9>/ @.77

477 .4>9 ?.>8/ @./48 ?7 ?7 ?7 374.44

477 ?.8/7 @./48 33.937 ?37 ?37 ?37 379.>3

477 >.?@ 37.@@ 39.3@8 ?//7 ?//7 ?//7 37?.@4

477 37.789 34.8 38.7>7 ?87 ?87 ?87 333.>8

477 33.937 3/.39? 3.@8 ?@47 ?@47 ?@47 338.77

477 34.8 38.?7> 3>.>87 >777 >777 >777 33?.8>

477 39.>49 3?.4?@ 47.?98 >777 >777 >777 33@.?4

477 38.7>7 3>.>87 44.3@ >777 >777 >777 343.8/


32/43

Capacity Based on SPT


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1000 1200 1400 1600 1800


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Pile Wei+9t !kN' ?8 !kN'

W8 ?t - A8

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

%-. %-/ %-6 %-. %-/ %-6 %-.

7.77 7.77 7.77 993.?8 83>.9 ?/.// 7.77

3.>/ 4.?> 9.?? 93.@3 88./@ >3/.97 >?.@

9.> 8.8 ?.8/ 9>@.78 7?.@7 >?8.9? 47@.//

8.83 >.98 33.93 /[email protected] ?/@.4? 37?>.@8 [email protected]@

?.98 33.39 38.7> />8.8 ?8>.@ [email protected] />4.88

@.3@ 39.@3 3>.>8 >/@./@ 394?.94 [email protected]/ /4.4>

33.79 3.@ 44.4 >@@.?8 3/78.> 474/.// ?>4.?3

34.> 3@./> 4.9@ @9/.@/ 3/7.>/ 4379.3 @/@.4>

3/.?7 44.4 97.3 @87.74 3/>/./7 439?.8/ 334/./

3.8/ 48.7/ 99.@9 @@8.4 3888.7@ [email protected] 3977.4

3>.9> 4?.>4 9?.?7 3778.93 38?7.>7 443.@8 3/??.87

47.44 97.7 /3./? 3778.93 38?7.>7 443.@8 38/.@4

44.78 99.9@ /8.4/ 3778.93 38?7.>7 443.@8 3>94.?


35/43

Diameter 0.4 m

Diameter 0.5 m

Diameter 0.6 m


36/43


37/43

?) ?* All- Com8re))ion Fo

N) - A) ?8 , ?) ? all @ ?* 7S8

2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m' 2 !m'

%-/ %-6 %-. %-/ %-6 %-. %-/

7 7

7.77 7.77 993.?8 83>.9 ?/.// 337.8> 3?4.?@

37@.@ 393.@8 //@.>> ?8.// @/.48 3/>.34 444.9?

43.>7 93/.3 8@>./@ >@.?7 33>@.89 3@8.>4 4>/.99

/4/.34 87>.@/ >3>.>4 33?9.9> 38>?.>@ 4?./9 9>4.?>

79.3@ ?49.>4 @>.33 393.>> 3>3.9/ 938.98 //4.>9

>74.>8 @9./4 3/@3.?? 4397.3? 4>?/.?? />>.7? @.38

@?>.9> 33?/.7 3>4./ 49>/.4/ 93@>.87 8/@.?@ ??>.78

33>.3 3/49.@9 3>>/.44 4/?./8 984?.8/ 38.43 >9.73

3/78.8? 3>.@ 47?/./> 4>>@.@? 9>4/.49 ?.?@ @/3.7?

348.?? 3@87.@9 44@8.>> 93>7.> /[email protected] ?/>.?8 3798.48

3>/.>> 443.48 4/>4.>3 9/3?.? //?>.47 >[email protected] 3333./7

47>.8 4/>4.9> 47.49 99@./8 /?//.99 >.89 33>4.88

44@7.@8 4?/@.3/ 4>9>.7? 9>3.?/ 8733.7> @49.@? 3489.>


38/43


39/43


40/43

re All- Ten)ion Fore

?)7S

2 !m' 2 !m' 2 !m' 2 !m'

%-6 %-. %-/ %-6

7

4/>.>3 7.77 7.77 7.77

933.8 /9.@> 8/.@> 8.@?

9>>.@? 37/.?4 397.@7 38?.7>

83?.@@ [email protected] 434.7 48/./?

[email protected]? 4/3.4? 973.8@ 93.@3

@9@./3 943.3/ /73./9 />3.?3

37/9.88 [email protected] />@.3@ 8>?.79

33/@./ /?/./ [email protected] ?33.@

34//.8> 84.49 ?74.?@ >/9.9/

394.>4 87.93 >34.>@ @?8./

3/88.79 ?9>.?8 @49.// 337>.39

389@.@? >4?./ 379/.99 34/3.3@

348.34 @3.9> 33/8./? 39?/.8?


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Allowa 5N

Based on : S?

a ( 33>@./4 5N

bearing capacity spunpile based on luciano decourt method

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