oLAh DATA koMplitII.xls

3. HASIL PERHITUNGAN DAN DAN INTERPRETASI INTERPRETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN

10 TBK PROJECT LOCATION DATE TESTED BY

: : : :

CALIFORNIA BEARING RATIO TEST PRAKTIKUM PRAKTIK UM MEKANIKA TANAH LABORATORIUM MEKANIKA TANAH UNHAS 4 Oktober 2004 KELOMPOK II

BE"ORE TEST 1 2 10440 4#0 610 #44 1>?66662 1>26122

UNIT EI!HT DETERMINATION e$%&t o' (o$) * +o),-  1 .%r/+ e$%&t o' +o)-  2 .%r/+ e$%&t o' 3et (o$)-  # 15 2 .%r/+ 7o)+e o' +o),- 7 .8+9 et ,e;($t< o' (o$)- <3et .%r/+=8+9 Dr< ,e;($t< o' (o$)- <,r<<3et=.1*F- .%r/+=8+9 T$+e .+$; 0>26 0>6 1 1>6 2 # 4 ?  10

Pe;etr/t$o; .++ .$;8&$ 0>#1 0>0122 0>?26 0>026 1>2 0>060 1>06 0>0?2 2>64 0>101? #>1 0>1624 6>0 0>20#2 >?2 0>#04 10>1 0>404 12> 0>60

D$/) re/,$;%

.De@ #  12 2 #2 40 46 62 ?1 ?2

Lo/, .)b( 12 #2>? 4>6 6?>2 ?0># #> 6>4 > 1#6>? 140

(  ) l % d a o L

CBR DETERMINATION 1- E(t$+/te, )o/,-  .)b( 2- CBR @/)e( . A@er/%e CBR 7/)e( 7/)e( . Note Note::

A"TER TEST # 4

Diagram of load v !"#"$ra$io# 160 100

6-4 6?-2

60

0 0

0>1

0>2

0>#

0>4

0>6

0>?

P"#"$ra$io# %i#&'(

Uer )/2 6>4 1>#### 1> 1>6666666?

Lo3er )/
CBR CBR 'or 'or e;e e;ett- 0-1 0-1  =.# =.#1 100 000 01 100 00-- . . CBR 'or e;et- 0-1 0-1  =.#1600100- .

ATER CONTENT DETERMINATION e$%&t o' (o$) * 8/;-  1 .%r/+ e$%&t o' ,r< (o$) * 8/;-  2 .%r/+ e$%&t o' 8/;-  # .%r/+ e$%&t o' 3/ter-  3 15 2 .%r/+ e$%&t o' ,r< (o$)-  ( .%r/+ /ter 8o;te;t- F3=( . A@er/%e 3/ter 3/ter 8o;te;t .

Be'ore te(t 1 2 ?4>? 1>2 64>2 ??>6 20>6 20>6 10>4 14> ##> 4? #0> #0>?0 ?06# 6# #2>1 #2>10 0  #1>44?144

A'ter te(t 1

2

3. HASIL PERHITUNGAN DAN DAN INTERPRETASI INTERPRETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN

26 TBK PROJECT LOCATION DATE TESTED BY

: : : :

CALIFORNIA BEARING RATIO TEST PRAKTIKUM PRAKTIK UM MEKANIKA TANAH LABORATORIUM MEKANIKA TANAH UNHAS 4 Oktober 2004 KELOMPOK II

BE"ORE TEST 1 2 ?6>4 4#0 61#6>4 #44 1>44 1>144

UNIT EI!HT DETERMINATION e$%&t o' (o$) * +o),-  1 .%r/+ e$%&t o' +o)-  2 .%r/+ e$%&t o' 3et (o$)-  # 15 2 .%r/+ 7o)+e o' +o),- 7 .8+9 et ,e;($t< o' (o$)- <3et .%r/+=8+9 Dr< ,e;($t< o' (o$)- <,r<<3et=.1*F- .%r/+=8+9 T$+e .+$; 0>26 0>6 1 1>6 2 # 4 ?  10

Pe;etr/t$o; .++ .$;8&$ 0>#1 0>0122 0>?26 0>026 1>2 0>060 1>06 0>0?2 2>64 0>101? #>1 0>1624 6>0 0>20#2 >?2 0>#04 10>1 0>404 12> 0>60

D$/) re/,$;%

.De@ 2 6  16 2# #1 # 4 60 26

Lo/, .)b( 16 2>? 40>1 6> ?>6 ?4> >? 12># 16?> 1?0

D$/%r/+ o' )o/, @( e;etr/t$o;

200 (  ) l % d a o L

CBR DETERMINATION 1- E(t$+/te, )o/,-  .)b( 2- CBR @/)e( . A@er/%e CBR 7/)e( 7/)e( . Note Note::

A"TER TEST # 4

160 100 100

6-

60 0 0

0>1

0>2

0>#

0>4

0>6

0>?

P"#"$ra$io# %i#&'( %i#&'(

Uer )/ 100 1> 2>222222 2>10?111 2>10?11111 1111 11

Lo3er )/
CBR CBR 'or 'or e;e e;ett- 0-1 0-1  =.# =.#1 100 000 01 100 00-- . . CBR 'or e;et- 0-1 0-1  =.#1600100- .

ATER CONTENT DETERMINATION e$%&t o' (o$) * 8/;-  1 .%r/+ e$%&t o' ,r< (o$) * 8/;-  2 .%r/+ e$%&t o' 8/;-  # .%r/+ e$%&t o' 3/ter-  3 15 2 .%r/+ e$%&t o' ,r< (o$)-  ( .%r/+ /ter 8o;te;t- F3=( . A@er/%e 3/ter 3/ter 8o;te;t .

Be'ore te(t 1 2 1># 6>4# 4>4 ?#>2 20># 20> 1?> 12>2# 64>1 42># #1>2 #1>2# #46 46 2> 2>12 126# 6# #0>0644#6#

A'ter te(t 1

2

3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN

?0 TBK PROJECT LOCATION DATE TESTED BY

: : : :

CALIFORNIA BEARING RATIO TEST PRAKTIKUM MEKANIKA TANAH LABORATORIUM MEKANIKA TANAH UNHAS 4 Oktober 2004 KELOMPOK II

BE"ORE TEST 1 2 1010 4#0 60 #44 1>###? 1>#01?

UNIT EI!HT DETERMINATION e$%&t o' (o$) * +o),- 1 .%r/+ e$%&t o' +o)- 2 .%r/+ e$%&t o' 3et (o$)- #152 .%r/+ 7o)+e o' +o),- 7 .8+9 et ,e;($t< o' (o$)- <3et .%r/+=8+9 Dr< ,e;($t< o' (o$)- <,r<<3et=.1*F- .%r/+=8+9 T$+e .+$; 0>26 0>6 1 1>6 2 # 4 ?  10

Pe;etr/t$o; .++ .$;8&$ 0>#1 0>0122 0>?26 0>026 1>2 0>060 1>06 0>0?2 2>64 0>101? #>1 0>1624 6>0 0>20#2 >?2 0>#04 10>1 0>404 12> 0>60

D$/) re/,$;%

.De@ 6 11 1 2? #6 46 60 6 ?4 ?

Lo/, .)b( ?0 >4 ?>6 ># 16?>2 1> 244># 2?4>? 2> #12

D$/%r/+ o' )o/, @( e;etr/t$o; 400 (  ) l % d a o L

#00

244-# 16?-2

200 100

CBR DETERMINATION 1- E(t$+/te, )o/,-  .)b( 2- CBR @/)e( . A@er/%e CBR 7/)e( . Note:

A"TER TEST # 4

0 0

0>1

0>2

0>#

0>4

0>6

0>?

P"#"$ra$io# %i#&'(

Uer )/2 244># 6>20??? 6>42 6>#1

Lo3er )/
CBR 'or e;et- 0-1  =.#1000100- . CBR 'or e;et- 0-1  =.#1600100- .

ATER CONTENT DETERMINATION e$%&t o' (o$) * 8/;- 1 .%r/+ e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ e$%&t o' 8/;- # .%r/+ e$%&t o' 3/ter- 3152 .%r/+ e$%&t o' ,r< (o$)- ( .%r/+ /ter 8o;te;t- F3=( . A@er/%e 3/ter 8o;te;t .

Be'ore te(t 1 2  6 1># ? 20>6 20>4 16> 1 60> 66>? #0>0661 #4>12?? #2>6#0?40

A'ter te(t 1

2


PROJECT LOCATION DATE TESTED BY

S/+)e ;+ber S/+)e ,et&

PE*ERI+SAAN PER*EABILIT, : PRAKTIKUM MEKANIKA TANAH : LABORATORIUM MEKANIKA TANAH UNHAS : #0 Sete+ber 2004 : KELOMPOK II

: :

+eter

Te(t$;% P/r/+eter Cro(( (e8t$o; /re/ o' brette./1=4G, Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD

H<,r/)$8 &e/, (/+)e .& Le;%t& o' (o$) (/+)e .L E)/(e, t$+e o' te(t .t Te+er/tre .T 7o)+e o' 3/ter 8o))e8te, . Coe'$8$e;t o' er+e/b$)$t< .L=&At

S/+)e N+ber : S/+)e ,et& :

+eter

Te(t$;% P/r/+eter Cro(( (e8t$o; /re/ o' brette./1=4G, Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD H<,r/)$8 &e/, (/+)e /tbe%$;;$;% o' te(t- &1

H<,r/)$8 &e/, (/+)e /t e;, o' te(t- &' Le;%t& o' (o$) (/+)e- L E)/(e, t$+e o' te(t- t Te+er/tre- T 7$(8o($t< 8orre8t$o; .;T=;20

CONSTANT HEAD *ETHOD D$/+eter o' brette ., : D$/+eter o' (o$) (/+)e : Det& $; +eter( U;$t 5 5 5 8+ 1>22?6?# 1 >22?6?# 8+ #1>?6#1? # 1>?6#1? 8+ ?# ?# 8+ > > (e8 ?0 100 C 20 20 8+9 600 600 8+=(e8 0>0020# 0>00111 FALLING HEAD *ETHOD D$/+eter o' brette ., D$/+eter o' (o$) (/+)e U;$t 8+ 8+ 8+ 8+ 8+ (e8 C 5

Coe' $8 $e;t o' er+e/b$ )$ t<- K T/) =At );.&1= &' 

109 8+= (e8

Coe'$8$e;ter+e/b$)$t<( t/;,/r,- k20KT.Nt= ;20

109 8+=(e8

5 1>22?6?# #1>?6#1? #4>2 >? > 120 2 0>#1 0>001# 0>001?4

5 1 >22?6?# # 1>?6#1? #0>4 >2 > 120 2 0>#1 0>0014 0>00146#

1>26 ?>#6 5

: : 5

5

1>26 ?>#6 5

5

8+ 8+ A@er/%e 1>22?6?# #1>?6#1? ?# > 1020 20 600 0>00124

8+ 8+ A@er/%e 1>22?6?# #1>?6#1? #2># >4 > 120 2 0>#1 0>001?? 0>00166


SAND CONE Pro
Pr/kt$k+ Mek/;$k/ T/;/& L//;%/; Tek;$k UNHAS #0 Sete+ber 2004 II

No S/+e) : Ke,/)/+/; S/+e) : 0 5 20 8+ /ter 8o;te;t (/+)e Te(t ;+ber Co;t/$;er ;+ber e$%&t o' 8o;t/$;er e$%&t o' 8o;t/$;er*3et (o$) e$%&t o' 8o;t/$;er*,r< (o$) e$%&t o' 3et (o$) e$%&t o, ,r< (o$) /ter 8o;te;t- F 3=(100 A@er/%e o' 3/ter 8o;te;t- F

5 5 %r/+ %r/+ %r/+ %r/+ %r/+  

U;$t e$%&t Deter+$;/t$o; Mo), ;+ber e$%&t o' (o$) re+o++e, 'ro+ t&e &o)e- /ter 8o;te;t o' (o$)-F e$%&t o' //r/t(*(/;,- 1 e$%&t o' //r/t(*ret/$; (/;,- 2 e$%&t o' (/;, $; t&e te(t &o)e-#.315325'

7o)+e o' t&e te(t &o)e- 7#=<(/;, et ,e;($t< o' (o$)- <3et=7 Dr< ,e;($t< o' (o$)- <,r<<3et=.1*F A@er/%e ,r< ,e;($t< o' (o$)- <,r<

Re)/t$@e Co+/8t$o;



(

Ber/t +)/5+)/ Ber/t ter($(/ Ber/t /($r ,/)/+ 8oro;% Ber/t t/;/& ter%/)$

1 2 Co+/8t$o; te(t re()t A1 A2 Ot$++ )/bor/tor< ,r< ,e;($t< 20> 21>6 <,r< )/b 162>2 166 Ot$++ +o$(tre 8o;te;t.OMC 12?>? 12>6 S/;, 8o;e te(t: 1#1>6 1##>6 De;($t< o' (/;,- <(/;, 106> 10 e$%&t o' (/;, $; t&e '/;;e) 24>1#6 2#>?1111 ' 2#>242?64

%r/+  %r/+ %r/+ %r/+ 8+9 %r/+=8+9 %r/+=8+9 %r/+=8+9

)

γ dry field × 100 = γ dry lab  110 %r/+ .1  2?20 %r/+ .2  #  2  12?0 %r/+ .4  #??0 %r/+ .6

1 2? 2#>242?64 110 2?20 4126 2?4>6######## 0>#064646 0>6?1#? 0>6?1#?

(

0 . 757677814 1.01

)

2

× 100 =

1>01 2?>

%r=8+9 

1>44

%r=8+9

1#?6

%r

Re+/rk

6>01?1 


KOMPAKSI

Proyek

:

Praktikum Mekanika Tanah

Lokasi

:

Laboratorium Mekanika Tanah

:

1 Oktober 2004

:

II

Tanggal Percobaan Kelompok

Ber/t t/;/& . %r 

2000

2000

2000

2000

2000

K/,/r /$r +)/5+)/ .

12>0

12>0

12>0

12>0

12>0

160>00

200>00

260>00

#00>00

#60>00

21>2?

24>0

2?>0

2>2

#2>64

Ber/t Mo), .%r

1>#2

1>#2

1>#2

1>#2

1>#2

Ber/t t/;/& b/(/&*Mo), .%r

##>2?

#61#>1#

#64>#6

#?0#>6

#?06>21

Ber/t t/;/& b/(/& .!r

16>4

124>1

1?>0#

116>6#

11?>

11>0#

11>0?

11>0?

11>0?

11>0?

Pe;/+b/&/; /$r +)/5+)/ .88 K/,/r /$r
1

7o)+e Mo), .8+ # 

γ wet =

W wet V mould

( gr / cm 3 )

2

1>?

#

1>

4

1>

6

1>

1>

Per&$t;%/; k/,/r /$r Ber/t t/;/& b/(/&*8o;t>.%r

10>4

>2

10

>?

>2

>6

>

11

>?

1#>

Ber/t t/;/& ker$;%*8o;t>.%r

>#

>2

>#

?>4

?>?

?>4

>2



>

12>1

Ber/t A$r-.%r

2>1

2

1>

1>2

0>?

1>1

1>

2

0>

1>

Ber/t Co;t>.%r

2>

2>2

2>

2>

2>

#>4

2>

2>

6>?

6>?

Ber/t t/;/& ker$;%>.%r W W = × 100 W dry

6>4

6

6>6

#>6

#>

#

4>#

?>1

#>1

?>6

K/,/r /$r r/t/5r/t/

#> 40>00 #0>1 #4>2 1?>22 #?>? #>6# #2> 2>0# 2>? #>44

#2>?0

2?>44

#?>1?

2>#?

Per&$t;%/; Dr< De;($t< .,r<  Ber/t t/;/& b/(/& .%r K/,/r /$r r/t/5r/t/

1+

(

W 100

)

7o)+e +o), .8+# =

W dry V mould

(

gr

cm 3

γω

) d g ( g n i r e k i s i t a r e B

124>1

1?>0#

116>6#

11?>

21>2?

24>0

2?>0

2>2

#2>64

1#1>?1

1#0>0

1416>#1

1#>6

1#0>#

1400>00

1400>00

1400>00

1400>00

1400>00

0>4

0>

1>01

1>00

0>

1>4

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PROJECT LOCATION DATE TESTED BY

DIRECT SHEAR TEST RESULT : PRAKTIKUM MEKANIKA TANAH : LABORATORIUM MEKANIKA TANAH UNHAS : 1 Oktober 2004 : KELOMPOK II

S/+)e ,et& : S/+)e ,$+e;($o;( ., Pro@$;% r$;% 8/)$br/t$o; : Nor+/) )o/, Nor+/) (tre(( T$+e S&e/r .(e8 D$()8e+e;t .++ 16 60 #0 100 46 160 ?0 200 6 260 0 #00 106 #60 120 400 1#6 160 1?6 10 16 210 226  2 N + 8 = % k . ( ( e r t S r / e & S

+ ?># 8+ 0># k%=,$@ P1 10 1 0>#206 Re/,$;% S&e/r D$/) "or8e .,$@ .k% 2 0> 4 1>6? 6 1>6 >6 2>26 > #>042 >6 #>#16 5 5

S/+)e  He$%&t 

2 8+

k% P2 k%=8+ 2 S&e/r Re/,$;% Stre(( D$/) .k'=8+ .,$@ 0>0260#6 ? 0>0600 12 0>0?26 14 0>0# 16>6 0>0?#? 1? 0>10?# 1? 1? 5

#0 0>?2? S&e/r "or8e .k% 2>#4 4>? 6>4? ?>046 ?>24 ?>24 ?>24

Are/

:

#1>16??6 8+

k% P# k%=8+ # S&e/r Re/,$;% Stre(( D$/) .k'=8+ .,$@ 0>06104 0>16020 0>1624# 0>1402 0>2002 0>2002 0>2002

S&e/r "or8e .k%

S&e/r Stre(( 5 Nor+/) Stre(( Re)/t$o;(&$B 0>26 0>2

'.L  0>14?26L * 0>06:46?11A

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1

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k% k%=8+ S&e/r Stre(( .k'=8+


Per8ob//; T/;%%/) Pe+er$k(//; D$er$k(/ o)e& N/+/ D$/+eter 7o)+e K/,/r /$r

: U;8o;'$;e, Te(t : 1 Oktober 2004 : Ke)o+$k II : A8&+/,> H> R/&/
: #-6 : ?2-60? :

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>?1?# 8+ 114>? %r %r=8+³

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; $ / r t S ) / $  A Q&=& . 0 0>0014261 0>0142614# 0>02142614 0>026142? 0>0#61426 0>0426142 0>06 0>0614261 0>0?42614# 0>0142614 0>06142? 0>061426 0>026142 0>1 0>1014261 0>1142614#

% ; $ , / e R ) / $ D .,$@ 6  10 12 14 16 1? 1 1>6 20 21 22 2# 24 26 24 2#>6

e 8 r o " ) / $  A Pko) #LRC .k% 0>26 1>??6 1>6 2>22 2>6 2>6 2>? #>146 #>4226 #> #>6 4>0 4>266 4>44 4>?26 4>44 4>#46

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( ( e r t S P=A .k%=8+ 0>0?1042? 0>110?# 0>1?###66 0>226110?4 0>2?1?#02 0>22??#??2 0>24?104 0>#10??421 0>##66??26# 0>#?002624 0>#61442?# 0>#6161 0>404661201 0>4142411 0>4#261 0>41224?4?4 0>40042#?#

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Ko;($(te;($ S/;%/t L;/k

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0>26 5 0>6 0>6 5 1>4 152

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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN Per8ob//;

:

B/t/( 5 b/t/( Atterber%

T/;%%/) Pe+er$k(//;

:

2 5 #0 Sete+ber 2004

N/+/

:

A8&+/,> H> R/&/
Ba$a &air % LL ( No+or Per8ob//;

1

2

#

4

12

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46

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10

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Ber/t Co;t/$;er * t/;/& ker$;%- 3 2 .%r

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41>#

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Ber/t /$r- 33  31 5 32 .%r

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1>

20>

Ber/t t/;/& ker$;%- 3(  32 5 3# .%r

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22>6

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?0>

6>11

6>21

B/;
K/,/r /$r- 3  33 = 3(  100 

  . r $ A r / , / K

100>000 0>000 0>000 0>000 ?0>000

f!" # $%&012'10'(4) ln!" * )(&'04')+%4%1

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10 .B)o3( J+)/& T+bk/; 

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Per8ob//;

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T/;%%/) Pe+er$k(//;

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2 5 #0 Sete+ber 2004

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:

A8&+/,> H> R/&/
Ba$a Pla$i %PL( No+or Per8ob//;

1

2

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>6

10

Ber/t Co;t/$;er * t/;/& b/(/&- 3 2 .%r

24

2

Ber/t Co;t/$;er * t/;/& ker$;%- 3 # .%r

20

22>

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No+or 8o;t/$;er

Ber/t /$r- 33  32 5 3# .%r Ber/t t/;/& ker$;%- 3(  3# 5 31 .%r K/,/r /$r- 3  33 = 3(  100  R/t/ 5 r/t/

I;,ek( P)/(t$($t/( .PL

#6>?

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5 PL 

#6>#

3. 1. HASIL PERHITUNGAN

Per8ob//;

:


T/;%%/) Pe+er$k(//;

:

2 5 #0 Sete+ber 2004

N/+/

:

A8&+/,> H> R/&/
Ba$a S22$ %SL( No>te(t

1

2

1>6

1

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W =

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21>#2#62 1>?1

x 100

Ber/t /$r r/k(/
1#>?

1#>?

Ber/t /$r r/k(/
12>

1#>#

0>4?61

0>1#4

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W 4 − W 13

, 6 ×( W 3− W 1 )

× 100

SL B/t/( S(t .SL

20>#?# 1>0?# 



*

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2

 1>21


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2

BH5# #

2

Corre8t$o; "/8tor- K  0-1

4

6

3. HASIL PERHITUNGAN DAN INTERPR ETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN Per8ob//;

,

Pemeriksa : Nama :

Pemeriksaan Hidrometer Ke lompok II Achmad. H. Rahayaan PEMERIKSAAN HIDROMETER

Tanggal Pemeriksaan Hidrometer No. ispersi Agent

ate *"252!""#

*"2,2!""#

Time o9 Reading

: : :

5 oktoer !""# o )m >lapsed time3 min ".!5 ".5 * ! #  *5 '" ," -" *!" !#" *##"

at Temp o  !4

Rc 6 R act)al&7ero correction8T % 9iner 6 Rc.α2?s  6 K12t;".5

$ero orrectio : +s Tanah : a!

&' !.,-

(enisc)s orrection +s orrection α; /erat Tanah

'

Act)al Hyd. orrect Hyd. Reading Ra; Reading Rc; !-." '#." !-." '#." !." ''." !,." '*." !#." !-." !!." !4." *." !'." *5." !"." *!." *4." -." *#." 4." *!." ,." **." ,." **."

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gr

3 mm "."'5 "."5-* "."#!* "."'"! "."!*4 "."*55 "."**, ".""# ".""," ".""5" ".""## ".""'* ".""*'

-ra.k Pembagian /utir nalisa irometer 100

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s 0 o l o L 4 ?0 60

40

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0-002

0>0010

3. PERHITUNGAN DAN INTERPRETASI PERCOBAAN 3. 1. PERHITUNGAN

HAND BORING LOG AND SPT RESULTS PROJECT : PRAKTIKUM MEKANIKA TANAH

BORING STARTED : 27/09/2004

BORE HOLE NO. : BH-1

LOCATION : LAPANGAN FT-UH

BORING FINISHED : 27/09/2004

DRILL MASTER :

GROUND SURFACE ELEATION : !0"00 M

BORING DEPTH

LOGGED B$ :

GROUND %ATER ELEATION

BORING METHOD : HAND CORE

e ) / 8 S

r e t e M ; $ ; o $ t / @ e ) E

e )  r e + t / e S M , ; e $ b & r t   t ( e $ D , ; U

:-

% ; % $ ( o / L C

M

r  o ) o C

Lo% De(8r$t$o;

: 1"# METER

< t $ ( ; e D e @ $ t / ) e R

< 8 ; e t ( $ ( ; o C

CHECKED B$ : KELOMPOK II St/;,/r, Pe;etr/t$o; Te(t  + 8 = 3

r e t e M ; $ & t  e D

o ) B

. ( 3 o ) B ' o r e b +  N

N 5 7/)e . B)o3(=#0 8+

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LEGEND :

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0

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S/;,

!r/@e)

L$+e(to;e

 > D > O > R


GRAIN SI4E ANAL,SIS *ECHANICAL ProXe8t )o8/t$o; Te(te, b<

: PRAKTIKUM MEKTAN : L/bor/tor$+ MEKTAN

: Ke)o+ok II N/+e : A8&+/,> H> R/&/ o' Dr< So$) * Co;t/$;er .%r t> o' Co;t/$;er .%r t> o' Dr< S/+)e( .%r

A'ter

600>00

S$e@e A;/)<($( /;, !r/$; S&/e S$e@e D$/+eter t> Ret/$;e, No> .++ . %r  4 4>60 6>00 10 2>000 140>00 1 1>000 116>00 40 0>420 110>00 ?0 0>260 ?0>00 100 0>14 40>00 200 0>06 #0>00 r e ; ; $ " % ; $ ( ( / P

0>010

Be'ore

Co+)/t$@e Ret/$;e, . %r  6>00 146>00 2?0>00 #0>00 4#0>00 40>00 600>00

Per8e;t .   Ret/$;e, P/(($;% 1>00 2>00 62>00 4>00 ?>00 4>00 100>00

>00 1>00 4>00 2?>00 14>00 ?>00 0>00

!r/$; S$Ye D $(tr$bte, Cr@e

0>100

1>000 D$/+eter- ++

10>000

100>000

3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN 3. 1. HASIL PERHITUNGAN TABEL PE*BACAAN SONDIR PRO,E+  PRA+TI+U* *E+ANI+A TANAH LO+ASI  LAPANGAN FT8UH

Ke,/)/+/;

H/+b/t/; J+)/& H/+b/t/; U;$t H/+b/t/; N$)/$ Ko;$( H/+b/t/; Pe)ek/t Pe)ek/t ' ( 8 8*' ' ' ( t$/ 20 8+

TANGGAL  5 SEPTE*BER 667 TITI+ SONDIR  Tot/) H/+b/t/; Pe)ek/t T'

.+

.k%=8+2

.k%=8+2

.k%=8+2

.k%=8+2

.k%=8+

.k%=8+

6.6 0>2 0>4 0>? 0> 1.6 1>2 1>4 1>? 1> .6 2>2 2>4 2>? 2> 3.6 #>2 #>4 #>? #> 7.6 4>2 4>4 4>? 4> 9.6 6>2 6>4 6>? 6> :.6 ?>2 ?>4 ?>? ?> 5.6 >2 >4 >? > ;.6 >2 >4 >? > <.6 >2 >4 >? > 16.6

0>0 100>0 60>0 64>0 60>0 26>0 40>0 60>0 40>0 40>0 #0>0 26>0 20>0 26>0 20>0 #6>0 4>0 40>0 ?6>0 160>0 H/r,

0>0 116>0 ?2>0 6>0 6>0 44>0 ?0>0 0>0 66>0 ?6>0 ?6>0 ?6>0 ?0>0 60>0 40>0 60>0 ?6>0 0>0 0>0 160>0 H/r,

0>0 16>0 12>0 41>0 #6>0 1>0 20>0 20>0 16>0 26>0 #6>0 40>0 40>0 26>0 20>0 16>0 1>0 #0>0 26>0 0>0

0>0 1>6 1>2 4>1 #>6 1> 2>0 2>0 1>6 2>6 #>6 4>0 4>0 2>6 2>0 1>6 1> #>0 2>6 0>0

0>0 #0>0 24>0 2>0 0>0 #>0 40>0 40>0 #0>0 60>0 0>0 0>0 0>0 60>0 40>0 #0>0 #4>0 ?0>0 60>0 0>0

0>0 #0>0 64>0 1#?>0 20?>0 244>0 24>0 #24>0 #64>0 404>0 44>0 664>0 ?#4>0 ?4>0 24>0 64>0 >0 4>0 >0 >0

H/+b/t/; R/($o "r ' (=8 0>00 1>60 2>40 >6 >00 >?0 6>00 4>00 #>6 ?>26 11>? 1?>00 20>00 10>00 10>00 4>2 #>64 >60 #>6 0>00

 H P A R ! T P C D . R I D N O S N A I J U ! N E P K I " A R !

R I D N O S N A I J U ! N E P

4 0 0 2 R E B M E T P E S  2 : L A ! ! N A T

H A N A T A K I N A K E M M U K I T K A R P : K E Y O R P

  : . 8  R I = ( D '  r N " O S K I T I  T 2 + 8 = % k . 8  ( $ ; o K ; / t / b + ! / N H A

M : H A N A T R I A A K U M > 7 E L E

R A K E S H A N A T N A A K U M R E P : H A N A T A K U M > 7 E L E

6 2 0 2 6 1 0  1 M 6 + 8 = 0 % k . 0 '

1

2

#

4

6

T t / k e ) e P ; / t / b + 0 / 6 H 2 ) / t o T

0 6 

0 0 ?

0 0 2

0 6 4

0 6 1

0 0 #

0 0 1

0 6 1

0 6

0 0

?

0 1

2

#

4

6

?

 2 + 8  = %  k . + 8 8 =  % - k ( . $ ; ' o T K t / ; k e / ) t / e b P + ; / / H t / b : + , / ; H e ) % / t e o L T


CONSOLIDATION TEST DATA PROJECT BORIN! NUMBER BORIN! DEPTH TESTIN! METHOD S/+)e No> S/+)e De>

: DH52 : 1>0 5 1>66

: : : : :

PRAKTIKUM MEKTAN DH52 1>0 5 1>66 METER ASTM D 24#65?- AASHTO T21?5??

S/+)e

ATER CONTENT DETERMINATION e$%&t o' et So$) * C/;-  1 .%r/+

: He$%&t- Ho D$/+eter- D Te(t .1

TESTED BY DATE

: 2>0 8+ : ?># 8+

KELOMPOK II 2=054=1052004

Se8$'$8 !r/'$t<- !(

:

2>?

12>2

UNIT EI!HT DETERMINATION e$%&t o' R$;%-  1 .%r/+

e$%&t o' Dr< So$) * C/;-  2 .%r/+

>4

e$%&t o' et So$) * R$;%-  2 .%r/+

14>6

16

e%&t o' C/;-  # .%r/+

1>6

e$%&t o' Dr/< So$) * R$;%-  # .%r/+

12#

12#

e$%&t o' /ter- 3 15 2 .%r/+

2>

7o)+e o' R$;%- 7 .8+ #

?2>#1

?2>#1

et o' Dr/< So$)- ( .%r/+

0>

/ter Co;te;t- F. 25 #=. #51> 100

>6

6>62

/ter Co;te;t-F3=( .

#6>?0

et De;($t< o' So$)-  3et. 25 1=7 .%r/+=8+#

1>

1>61

Dr< De;($t< o' So$)- ,r< 3et=.1*F .%r/+=8+#

0>44

0>44

0>26 0>26 1>1 1>10 1>102 1>100 1>0? 1>02 1>00 1>04 1>00 1>06 1>0?6 1>0?0

REMARKS

A@er/%e /ter Co;te;t- F . CONSOLIDATION TIME Lo/, A)$e, .k% Co;(o)$,/t$o; Stre((e( .k%=8+ 2 0 Se8o;, 0>000 ? Se8o;, 2>44 16 Se8o;, #># #0 Se8o;, 6>4 1 M$;te 1>000 2 M$;te 1>414 4 M$;te 2>000  M$;te 2>2 16 M$;te #># #0 M$;te 6>4 1 Hor 1>000 2 Hor 1>414 4 Hor 2>000  Hor 2>2 24 Hor 4>

te(t .2

: :

#6>?0

Se8o;, Se8o;, Se8o;, Se8o;, M$;te M$;te M$;te M$;te M$;te M$;te Hor Hor Hor Hor Hor

0>26 0>26 0>000 0>00? 0>00 0>010 0>014 0>01 0>020 0>022 0>024 0>02? 0>02 0>02 0>0#0 0>0#1 0>0##

1>?6 0>6 0>0## 0>0#? 0>0# 0>042 0>04? 0>064 0>0?0 0>0? 0>0? 0>0? 0>102 0>120 0>1#2 0>1# 0>140

#># 1 0>140 0>12 0>204 0>2#0 0>24? 0>2?2 0>2 0>2? 0>#1 0>##? 0>#62 0>#2 0>#4 0>#2 0>401

DIAL READIN! ?>? 1#>2 2 4 0>401 0>?#? 0>41 0>??0 0>4# 0>?4 0>44 0>00 0>4? 0>22 0>4 0>4 0>612 0> 0>6#4 0>20 0>64 0>6? 0>6? 0>2 0>64 0>2 0>?00 0>62 0>?1 0>?2 0>?2? 0>4 0>?#? 0>

2?>4  0> 1>02 1>0# 1>062 1>00 1>0 1>1#0 1>10 1>200 1>220 1>240 1>262 1>2?? 1>20 1>2?

?> 2 1>2? 1>202 1>200 1>1 1>1 1>1 1>1? 1>14 1>12 1>10 1>1 1>1

Be'ore Te(t

A'ter Te(t

?4>2

?4>2

CONSOLIDATION TI*E DETER*INATION PROJECT LOCATION BORIN! NUMBER BORIN! DEPTH TESTIN! METHOD LABORATORY S/+)e No>

: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :

0 PRAKTIKUM MEKTAN DH52 1>0 5 1>66 METER ASTM D 24#65?- AASHTO T21?5?? 0

Co;(o)$,/t$o; Pre((re

:

TESTED BY DATE k%=8+2

0>26

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

2>20

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t60

:

1>#0

M$;te

SUARE ROOT O" TIME

LO!ARITHM O" TIME

%Caagra#d"> *"$'od? U8Log %$((

%Ta=lor> *"$'od? U8@$ Plo$(  + + . , % ; $ , / e R ) / $ D

: :

0>000

50>010

 + ,0 + . , - 0>006 % ; $ , / e R ) 0>010 / $ D

0>010

 

0>016

,60

0>020

0>0#0 0>026

,100 0>0#0

7t0 0>060

0>0#6 0

2

4

7t0 t0

?



 

10

2>2 4>4

12

14

1?

1

20

22

7t 0 .M$;te

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2

t6010 t60 

100

Lo%/r$t&+ o' T$+e- t .M$;te

1>#

1000

10000


: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :

0 PRAKTIKUM MEKTAN DH52 1>0 5 1>66 METER ASTM D 24#65?- AASHTO T21?5?? HASANUDDIN UNI7ERSITY


:

0>6


: :

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

?>00

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t 60

:

26>00

M$;te


LO!ARITHM O" TIME


%Ta=lor> *"$'od? U8@$ Plo$( 0>010

0>000

0>020 0>0#0

,0  

0>040 0>040

0>060 0>0?0 0>00

 + 0>00 + . , % ; $ , / e R )0>120 / $ D

(

 0>00 ,60 + + . 0>00 , % 0>100 ; $ , 0>110 / e 0>120 R ) / 0>1#0 ,100 $ D 0>140 0>160 0>1?0

0>1?0

0>10 0>10

7t0

0>10

0>200

0>200 0

2

4

?

7t0 t0



 

10

12

? #?

14

1?

1

20

22

7t0- .M$;te

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2

t60 100

10

t60

Lo%/r$t&+ o' T$+e- t .M$;te



26

1000

10000


: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :



:


1

: :

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

2>00

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t60

:

2>

M$;te


LO!ARITHM O" TIME


%Ta=lor> *"$'od? U8@$ Plo$( 0>100

0>100

0>160

0>160

0>200

0>200

D0 

 + + . , % ; $ , / e R ) / $ D

 + + . , % ; $ , / e R ) / $ D

0>260

0>#00

0>#60

 0>260 D60

0>#00

0>#60 D100

0>400

0>400

0>460

0>460

7t0 0>600

0>600 0

2

4

?



10

12

14

1?

1

20

22

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2

t60 10

7t0- .M$;te

7t0 t0

 

2 4

100

Lo%/r$t&+ o' T$+e- t .M$;te

t60



2>

1000

10000


: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :



:


2

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

#>20

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t60

:

4>40

M$;te


LO!ARITHM O" TIME


%Ta=lor> *"$'od? U8@$ Plo$( 0>#00

0>#00

 + + . , % ; $ , / e R ) / $ D

: :

0>#60

0>#60

0>400

0>400

D0 

 + + . , % ; $ , / e R ) / $ D

0>460

0>600

0>660

0>?00

0>600 D60

0>660

0>?00

0>?60



0>460

D100

0>?60

7t0 0>00

0>00 0

2

4

?



10

12

14

1?

1

20

22

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2

10

t60

7t0- .M$; te

7t0 t0

 

#>2 10>24

100

Lo%/r$t&+ o' T$+e- t .M$;te

t60 

4>4

1000

10000


: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :



:


4

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

#>20

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t60

:

6>20

M$;te


LO!ARITHM O" TIME


%Ta=lor> *"$'od? U8@$ Plo$(

 + + . , % ; $ , / e R ) / $ D

: :

0>600

0>600

0>660

0>660

0>?00

0>?00

0>?60

0>?60



0>00



 + + . , % ; $ , / e R ) / $ D

0>00

0>60

0>00

D0

0>60

D60 0>00

0>60

0>60

0>00

0>00

0>60

0>60

D100

7t0 1>000

1>000 0

2

4

?



10

12

14

1?

1

20

22

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2 10

7t0- .M$;te

7t0 t0

 

#>2

10>24

t60

100

Lo%/r$t&+ o' T$+e- t .M$;te

t60 

6>2

1000

10000


: DH52

S/+)e De>

: 1>0 5 1>66

: : : : : :



:




: :

KELOMPOK II 2=054=1052004

S/re Root Co;(> T$+e 0- 7t 0

:

2>00

M$;te

Lo%/r$t+$8 Co;(> T$+e 60- t 60

:

#>60

M$;te


LO!ARITHM O" TIME

%Ta=lor> *"$'od? U8@$ Plo$(

%Caagra#d"> *"$'od? U8Log %$(( 0>00

0>00

0>00

0>00

1>000

1>000

D0  + + . , 1>100 % ; $ , / e 1>200 R ) / $ D

 + + . , % ; $ , / e R ) / $ D

 

1>100D60

1>200

1>#00

1>#00

1>400

1>400

D10 0

7t0 1>600

1>600 0

2

4

?



10

12

14

1?

1

20

22

7t0- .M$; te

7t0

t0

 

2

4

24

2?

2

#0

#2

#4

#?

#

40

1

t1

t2

t60 10

100

Lo%/r$t&+ o' T$+e- t .M$;te

t60 

#>6

1000

10000

D$/+eter Co;to& L/( Co;to& T$;%%$ Se($+e; .H Ber/t T/;/& Ker$;%-  , Ber/t Je;$( Teb/) B/%$/; P/,/t- H(  ,=.!(  A  <3 A;%k/ Por$- e  .H=H(51

 2 + 8 = % k . ; / ; / k e T

 + + . r $ & k / r e T ; / / 8 / b + e P

0 0>26 0>60 1>00 2>00 4>00 >00 2>00 0>26

0 0>0## 0>140 0>401 0>?#? 0> 1>2? 1>1 1>0?0

 + 8 . H ; e + $ ( e  S $ % % ; $ T

2 1>? 1>?0 1>6 1>#?4 1>012 1>14 1>1# 1>40

; e + $ ( e  S  $ + % 8 % . ; $ T H ; , / & / b  r e P 0 0>00## 0>0140 0>0401 0>0?#? 0>0 0>12? 0>11 0>10?0

: : : : : : : ( H = H ,  e , $ r o P / k % ; A ; / & / b  r e P 0 0>011 0>0606 0>144? 0>224 0>#6?# 0>4?# 0>421 0>#2#

e , 5 0 e  e $ r o P / k % ; A

?>21#2 ?>201# ?>1?2 ?>0?? 6># 6>6? 6>44 6>61 6>#0

?># #1>126 2 #6 2>? 0>2 ?>21#2

& /  ; + / 8 T . $ % / % H ; , $ T / ; t / / 5 & r / / b t /  r R e P

5 0>001?6 0>00?6 0>0206 0>0616 0>012 0>11# 0>12#?6 0>112#6

8+ 8+2 8+ %r/+ %r/+=8+#

; / & / b  r e P &  / ) e + t 8 e . S , & / ; / T $ % % ; $ T 5 1>4 1>14 1>#0 1>42 1>1 1>?# 1>?4 1>

D/r$ %r/'$k &b;%/; /;t/r/ /;%k/ or$ ,e;%/; tek/;/; ko;(o)$,/($ ,$ero)e& b/&3/ tek/;/; r/ko;(o)$,/($ 8  2 k%=8+2 I;,ek( e+/+/t/; .Co+re(($o; I;,e-C8 P1 .k%=8+2  2 P2 .k%=8+2   e1  6> e2  6>6 .e15e2=)o%.2=1 C8  C8  0>#2 I;,ek( e+/$/; .S3e)) I;,e- C( P1 .k%=8+2 P2 .k%=8+2 e1 e2

    C(  C( 

0>26 2 6># 6> .e15e2=)o%.2=1 0>044

 0 6 $ ( t  / $ , $ ) ; o e + ( . ; o 0 K 6 t  t k / 

1># 26 2> 4>4 6>2 #>6

 0  $ ( t  / $ , $ ) ; o e + ( . ; o 0 K  t  t k / 

4>4 #?>00 4>00 10>24 10>24 4>00

$ 0 ( 6 / t =  , $ ) 2 o ( , ;  o K  ;  > e 1 $ ( 0 $ . ' e  o @ K C

0>161# 0>00 0>0?6 0>0426 0>0#4 0>0601

$ 0 (  / t =  , $ ) 2 o ( , ;  o K  ; 4 > e  $ ( 0 $ . ' e  o @ K C

0>14 0>02#4 0>20?# 0>0? 0>0?2 0>1?

i  a d i l o  # 0>2600 o + # " i  i f " 0>2000 o +

0>1600

Grafi- H2)2#ga# A#$ara T"-a#a#  +o"fii"# +o#olidai

t0

t60

0>1000

0>0600

0>0000 0>10

1>00

10>00

T"-a#a# +o#olidai %-g/&m(

Grafi- H2)2#ga# A#$ara T"-a#a#  A#g-a Pori ?>#000 ?>2000 ?>1000 ( " ?>0000 % i r o P 6>000 a g # A 6>000

6>000 6>?000 6>6000 0>10

1>00 T"-a#a# %-g/&m(

10>00

oLAh DATA koMplitII.xls

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