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7/25/2019 oLAh DATA koMplitII.xls
1/29
3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
10 TBK
CALIFORNIA BEARING RATIO TEST
PROJECT : PRAKTIKUM MEKANIKA TANAH
LOCATION : LABORATORIUM MEKANIKA TANAH UNHAS
DATE : 4 Oktober 2004
TESTED BY : KELOMPOK II
UNIT EI!HT DETERMINATIONBE"ORE TEST A"TER TEST
1 2 # 4
e$%&t o' (o$) * +o),- 1 .%r/+ 10440
e$%&t o' +o)- 2 .%r/+ 4#0
e$%&t o' 3et (o$)- #152 .%r/+ 610
7o)+e o' +o),- 7 .8+9 #44
et ,e;($t< o' (o$)- ?66662
1>26122
T$+e Pe;etr/t$o; D$/) re/,$;% Lo/,
.+$; .++ .$;8&$ .De@ .)b(
0>26 0>#1 0>0122 # 12
0>6 0>?26 0>026 #2>?
1 1>2 0>060 12 4>6
1>6 1>06 0>0?2 2 6?>2
2 2>64 0>101? #2 ?0>#
# #>1 0>1624 40 #>
4 6>0 0>20#2 46 6>4
? >?2 0>#04 62 >
10>1 0>404 ?1 1#6>?
10 12> 0>60 ?2 140
CBR DETERMINATION
Uer )/4
2- CBR @/)e( . 1>#### 1>
A@er/%e CBR 7/)e( . 1>6666666?
Note: CBR 'or e;et- 0-1 =.#1000100- .
CBR 'or e;et- 0-1 =.#1600100- .
ATER CONTENT DETERMINATION
Be'ore te(t A'ter te(t
1 2 1 2
e$%&t o' (o$) * 8/;- 1 .%r/+ ?4>? 1>2
e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 64>2 ??>6
e$%&t o' 8/;- # .%r/+ 20>6 20>6
e$%&t o' 3/ter- 3152 .%r/+ 10>4 14>
e$%&t o' ,r< (o$)- ( .%r/+ ##> 4?
#0>?06# #2>10
A@er/%e 3/ter 8o;te;t . #1>44?144
Dr< ,e;($t< o' (o$)- # 0>4 0>6
0
60
100
160
Diagram of load v !"#"$ra$io#
P"#"$ra$io# %i#&'(
Load%l)(
6?-2
6-4
7/25/2019 oLAh DATA koMplitII.xls
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
26 TBK
CALIFORNIA BEARING RATIO TEST
PROJECT : PRAKTIKUM MEKANIKA TANAH
LOCATION : LABORATORIUM MEKANIKA TANAH UNHAS
DATE : 4 Oktober 2004
TESTED BY : KELOMPOK II
UNIT EI!HT DETERMINATIONBE"ORE TEST A"TER TEST
1 2 # 4
e$%&t o' (o$) * +o),- 1 .%r/+ ?6>4
e$%&t o' +o)- 2 .%r/+ 4#0
e$%&t o' 3et (o$)- #152 .%r/+ 61#6>4
7o)+e o' +o),- 7 .8+9 #44
et ,e;($t< o' (o$)- 44
1>144
T$+e Pe;etr/t$o; D$/) re/,$;% Lo/,
.+$; .++ .$;8&$ .De@ .)b(
0>26 0>#1 0>0122 2 16
0>6 0>?26 0>026 6 2>?
1 1>2 0>060 40>1
1>6 1>06 0>0?2 16 6>
2 2>64 0>101? 2# ?>6
# #>1 0>1624 #1 ?4>
4 6>0 0>20#2 # >?
? >?2 0>#04 4 12>#
10>1 0>404 60 16?>
10 12> 0>60 26 1?0
CBR DETERMINATION Uer )/ 2>222222
A@er/%e CBR 7/)e( . 2>10?1111111
Note: CBR 'or e;et- 0-1 =.#1000100- .
CBR 'or e;et- 0-1 =.#1600100- .
ATER CONTENT DETERMINATION
Be'ore te(t A'ter te(t
1 2 1 2
e$%&t o' (o$) * 8/;- 1 .%r/+ 1># 6>4#
e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 4>4 ?#>2
e$%&t o' 8/;- # .%r/+ 20># 20>
e$%&t o' 3/ter- 3152 .%r/+ 1?> 12>2#
e$%&t o' ,r< (o$)- ( .%r/+ 64>1 42>#
#1>2#46 2>126#
A@er/%e 3/ter 8o;te;t . #0>0644#6#
Dr< ,e;($t< o' (o$)- # 0>4 0>6
0
60
100
160
200
D$/%r/+ o' )o/, @( e;etr/t$o;
P"#"$ra$io# %i#&'(
Load%l)(
6-
100
7/25/2019 oLAh DATA koMplitII.xls
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
?0 TBK
CALIFORNIA BEARING RATIO TEST
PROJECT : PRAKTIKUM MEKANIKA TANAH
LOCATION : LABORATORIUM MEKANIKA TANAH UNHAS
DATE : 4 Oktober 2004
TESTED BY : KELOMPOK II
UNIT EI!HT DETERMINATIONBE"ORE TEST A"TER TEST
1 2 # 4
e$%&t o' (o$) * +o),- 1 .%r/+ 1010
e$%&t o' +o)- 2 .%r/+ 4#0
e$%&t o' 3et (o$)- #152 .%r/+ 60
7o)+e o' +o),- 7 .8+9 #44
et ,e;($t< o' (o$)- ###?
1>#01?
T$+e Pe;etr/t$o; D$/) re/,$;% Lo/,
.+$; .++ .$;8&$ .De@ .)b(
0>26 0>#1 0>0122 6 ?0
0>6 0>?26 0>026 11 >4
1 1>2 0>060 1 ?>6
1>6 1>06 0>0?2 2? >#
2 2>64 0>101? #6 16?>2
# #>1 0>1624 46 1>
4 6>0 0>20#2 60 244>#
? >?2 0>#04 6 2?4>?
10>1 0>404 ?4 2>
10 12> 0>60 ? #12
CBR DETERMINATION
Uer )/#
2- CBR @/)e( . 6>20??? 6>42
A@er/%e CBR 7/)e( . 6>#1
Note: CBR 'or e;et- 0-1 =.#1000100- .
CBR 'or e;et- 0-1 =.#1600100- .
ATER CONTENT DETERMINATION
Be'ore te(t A'ter te(t
1 2 1 2
e$%&t o' (o$) * 8/;- 1 .%r/+ 6
e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 1># ?
e$%&t o' 8/;- # .%r/+ 20>6 20>4
e$%&t o' 3/ter- 3152 .%r/+ 16> 1
e$%&t o' ,r< (o$)- ( .%r/+ 60> 66>?
#0>0661 #4>12??
A@er/%e 3/ter 8o;te;t . #2>6#0?40
Dr< ,e;($t< o' (o$)- # 0>4 0>6
0
100
200
#00
400
D$/%r/+ o' )o/, @( e;etr/t$o;
P"#"$ra$io# %i#&'(
Load%l)(
16?-2
244-#
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
PE*ERI+SAAN PER*EABILIT,
PROJECT : PRAKTIKUM MEKANIKA TANAHLOCATION : LABORATORIUM MEKANIKA TANAH UNHAS
DATE : #0 Sete+ber 2004
TESTED BY : KELOMPOK II
CONSTANT HEAD *ETHOD
S/+)e ;+ber : D$/+eter o' brette ., : 1>26 8+
S/+)e ,et& : +eter D$/+eter o' (o$) (/+)e : ?>#6 8+
Te(t$;% P/r/+eter U;$t
Det& $; +eter(
A@er/%e5 5 5 5 5
1>22?6?# 1>22?6?# 1>22?6?#
Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD #1>?6#1? #1>?6#1? #1>?6#1?
H26 8+
S/+)e ,et& : +eter D$/+eter o' (o$) (/+)e : ?>#6 8+
Te(t$;% P/r/+eter U;$t A@er/%e5 5 5 5 5
1>22?6?# 1>22?6?# 1>22?6?#
Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD #1>?6#1? #1>?6#1? #1>?6#1?
H > >
E)/(e, t$+e o' te(t- t (e8 120 120 120
Te+er/tre- T C 2 2 2
7$(8o($t< 8orre8t$o; .;T=;20 5 0>#1 0>#1 0>#1
Coe' $8 $e;t o' er+e/b$ )$ t00146# 0>00166
Cro(( (e8t$o; /re/ o' brette./1=4G, 8+
8+
Cro(( (e8t$o; /re/ o' brette./1=4G, 8+
8+
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
SAND CONEPro2 166 Ot$++ +o$(tre 8o;te;t.OMC 2?> e$%&t o' 8o;t/$;er*,r< (o$) %r/+ 12?>? 12>6 S/;, 8o;e te(t:
e$%&t o' 3et (o$) %r/+ 1#1>6 1##>6 De;($t< o' (/;,- 44 %r=8+9
e$%&t o, ,r< (o$) %r/+ 106> 10 e$%&t o' (/;, $; t&e '/;;e)
24>1#6 2#>?1111 ' 1#?6 %r
2#>242?64
U;$t e$%&t Deter+$;/t$o;
Mo), ;+ber 1 2 Re+/rk
e$%&t o' (o$) re+o++e, 'ro+ t&e &o)e- %r/+ 2?
2#>242?64
e$%&t o' //r/t(*(/;,- 1 %r/+ 110
e$%&t o' //r/t(*ret/$; (/;,- 2 %r/+ 2?20
e$%&t o' (/;, $; t&e te(t &o)e-#.315325' %r/+ 4126
7o)+e o' t&e te(t &o)e- 7#=6########
et ,e;($t< o' (o$)- #064646%r/+=8+9 0>6?1#?
A@er/%e ,r< ,e;($t< o' (o$)- 6?1#?
Re)/t$@e Co+/8t$o; 6>01?1
Ber/t +)/5+)/ 110 %r/+ .1
Ber/t ter($(/ 2?20 %r/+ .2 # 2
Ber/t /($r ,/)/+ 8oro;% 12?0 %r/+ .4
Ber/t t/;/& ter%/)$ #??0 %r/+ .6
/ter 8o;te;t- F3=(100
A@er/%e o' 3/ter 8o;te;t- F
/ter 8o;te;t o' (o$)-F
Dr< ,e;($t< o' (o$)-
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
KOMPAKSI
Proyek : Praktikum Mekanika Tanah
Lokasi : Laboratorium Mekanika Tanah
Tanggal Percobaan : 1 Oktober 2004
Kelompok : II
Ber/t t/;/& . %r 2000 2000 2000 2000 2000
K/,/r /$r +)/5+)/ . 12>0 12>0 12>0 12>0 12>0
Pe;/+b/&/; /$r +)/5+)/ .88 160>00 200>00 260>00 #00>00 #60>00
K/,/r /$r 2? 24>0 2?>0 2>2 #2>64
Per&$t;%/; et De;($t#2 1>#2 1>#2 1>#2 1>#2
Ber/t t/;/& b/(/&*Mo), .%r ##>2? #61#>1# #64>#6 #?0#>6 #?06>21
Ber/t t/;/& b/(/& .!r 16>4 124>1 1?>0# 116>6# 11?>
11>0# 11>0? 11>0? 11>0? 11>0?
1>? 1> 1> 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$;%>.%r 6>4 6 6>6 #>6 #> # 4># ?>1 #>1 ?>6
#> 40>00 #0>1 #4>2 1?>22 #?>? #>6# #2> 2>0# 2>?
K/,/r /$r r/t/5r/t/ #>44 #2>?0 2?>44 #?>1? 2>#?
7o)+e Mo), .8+#
wet=Wwet
Vmould
(gr /cm3)
W=W
Wdry100
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Per&$t;%/; Dr< De;($t< .,r<
Ber/t t/;/& b/(/& .%r16>4 124>1 1?>0# 116>6# 11?>
K/,/r /$r r/t/5r/t/ 21>2? 24>0 2?>0 2>2 #2>64
1#1>?1 1#0>0 1416>#1 1#>6 1#0>#
7o)+e +o), .8+# 1400>00 1400>00 1400>00 1400>00 1400>00
0>4 0> 1>01 1>00 0>
1>4 1>?6 1>6 1>61 1>46
< 50>0016 0>0
00# * 0>0
0 50>00# * 0>0
2>#
< 1>06 %r/+=8+9
J/,$ k/,/r /$r ot$++ ,$8//$ /,/
ker$;% 1-06 %r/+=8+9
*
10>00 16>00 20>00 26>00 #0>00 #6>00 40>00
0>
0>
1
1>1
1>2
1>#
1>4
1>6
1>?
1>
1>
1>
2
'. 5 0>0016462 * 0>0?214?61 5 0>164?1?2
!r/'$k Hb5 K/,/r A$r ,/; Ber/t I($ Ker$;%
Kadar air (%)
Beratisikerin
g
(gd)
2-#
1-06
Wdry=W
wet
1+(W100)
dry=W
dry
Vmould
(gr cm3)
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
DIRECT SHEAR TEST RESULT
PROJECT : PRAKTIKUM MEKANIKA TANAH
LOCATION : LABORATORIUM MEKANIKA TANAH UNHASDATE : 1 Oktober 2004
TESTED BY : KELOMPOK II
S/+)e ,et& : + S/+)e
S/+)e ,$+e;($o;( ., ?># 8+ He$%&t 2 8+ Are/ : #1>16??6
Pro@$;% r$;% 8/)$br/t$o; : 0># k%=,$@
Nor+/) )o/, P1 10 k% P2 #0 k% P# k%
Nor+/) (tre(( 0>#206 0>?2?
T$+e S&e/r Re/,$;% S&e/r S&e/r Re/,$;% S&e/r S&e/r Re/,$;% S&e/r S&e/r
.(e8 D$()8e+e;t D$/) "or8e Stre(( D$/) "or8e Stre(( D$/) "or8e Stre((
.++ .,$@ .k% .,$@ .k% .,$@ .k%
16 60 2 0> 0>0260#6 ? 2>#4 0>06104
#0 100 4 1>6? 0>0600 12 4>? 0>1602046 160 6 1>6 0>0?26 14 6>4? 0>1624#
?0 200 >6 2>26 0>0# 16>6 ?>046 0>1402
6 260 > #>042 0>0?#? 1? ?>24 0>2002
0 #00 >6 #>#16 0>10?# 1? ?>24 0>2002
106 #60 5 1? ?>24 0>2002
120 400 5 5
1#6
160
1?6
10
16
210
226
8+
1 k%=8+ 2 k%=8+ # k%=8+
.k'=8+ .k'=8+ .k'=8+
0>2 0># 0>4 0>6 0>? 0> 0>A 0>: 1 1>1
0
0>06
0>1
0>16
0>2
0>26
'.L 0>14?26L * 0>06:46?11A
S&e/r Stre(( 5 Nor+/) Stre(( Re)/t$o;(&$B
Nor+/) Stre((- .k%=8+2
S&e/rStre((-.k%=8+
N2
8 0-066
-#0?6
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
Per8ob//; : U;8o;'$;e, Te(t
T/;%%/) Pe+er$k(//; : 1 Oktober 2004
D$er$k(/ o)e& : Ke)o+$k II
N/+/ : A8&+/,> H> R/&/?1?# 8+ T$;%%$ .& : 8
7o)+e : ?2-60? 8+ Brt t/;/& .t : 114>? %r Brt @o) b/(/& :
K/,/r /$r : % Brt @o) kr% : LRC : 0>16 k
A$/) A$/) Lo/, /;, Stre((
De'or+/t$o; A$/) Lo/, A$/) Stre((
D$(Re/,$;%
A$/)Str/$;
D$/)Re/,$;%
A$/)"or8e
Core8te,Are/
Stre((
Q& Q&=& Pko) #LRC AAo=.15Q&=& P=A
.++ . .,$@ .k% .8+ .k%=8+
0 0 6 0>26 >?1?# 0>0?1042?
0>6 0>0014261 1>??6 >?6420144 0>110?#
1 0>0142614# 10 1>6 >66?????? 0>1?###66
1>6 0>02142614 12 2>22 >2?6124 0>226110?4
2 0>026142? 14 2>6 >1#2#62 0>2?1?#02
2>6 0>0#61426 16 2>6 >24626# 0>22??#??2
# 0>0426142 1? 2>? 10>04?06 0>24?104
#>6 0>06 1 #>146 10>122421062? 0>#10??421
4 0>0614261 1>6 #>4226 10>110?0?0? 0>##66??26#
4>6 0>0?42614# 20 #> 10>2??1#21 0>#?002624
6 0>0142614 21 #>6 10>#6?016#4? 0>#61442?#
6>6 0>06142? 22 4>0 10>4#?246#? 0>#6161? 0>061426 2# 4>266 10>612126 0>404661201
?>6 0>026142 24 4>44 10>?00?46??# 0>4142411
0>1 26 4>?26 10>?4 0>4#261
>6 0>1014261 24 4>44 10>026? 0>41224?4?4
0>1142614# 2#>6 4>#46 10>61120#2 0>40042#?#
%
%r=8+
0 0>02 0>04 0>0? 0>0 0>1 0>12
0>0
0>1
0>2
0>#
0>4
'. 5 24>#6#2442 * 6>414#?4 * 0>1162#2?
Grafi- U#&o#fi#"d T"$
R"ga#ga# %(
T"ga#ga#%-g/&m01(
0-42
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H2)2#ga# a#$ara -o#ii$"#i $a#a' d"#ga# -"-2a$a# $a#a' l"m!2#g
dari T"$ U#&o#fi#"d Com!r"io#
Ko;($(te;($
S/;%/t L;/k 0 5 0>26L;/k 0>26 5 0>6
Me;e;%/& 0>6 5 1>4
K/k 1 5 2
S/;%/t K/k 2 5 4
Ker/( 4
P"ramaa# gari r"gr"i
< 524># 6>414 * 0>116#
? * 6>414
0 54>? * 6>414
0>11 0>42 0>#
Ter+/(k ko;($(te;($ L;/k k/re;/ ;$)/$ ber/,/ ,$/;t/r/ 0-26 5 0-6
to; ='t2
*
k%=8+ to;='t
7,5 cm3,5 cm
Gambar Retakan
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
Per8ob//; : B/t/( 5 b/t/( Atterber%
T/;%%/) Pe+er$k(//; : 2 5 #0 Sete+ber 2004
N/+/ : A8&+/,> H> R/&/1 ?#>6
2 #2>6 41># 42>
1# 1#> 1> 20>
21 22>6 #1> #6>
?1>06 ?0> 6>11 6>21
B/t/( C/$r .LL 5#>0126 ); . * ?>606 6>1
Ber/t Co;t/$;er- 3#.%r
Ber/t Co;t/$;er * t/;/& b/(/&- 31.%r
Ber/t Co;t/$;er * t/;/& ker$;%- 32.%rBer/t /$r- 3
3 3
15 3
2.%r
Ber/t t/;/& ker$;%- 3( 3
2 53
#.%r
K/,/r /$r- 3 33
= 3( 100
1 10 100
60>000
?0>000
0>000
0>000
0>000
100>000
f!" # $%&012'10'(4) ln!" * )(&'04')+%4%1
J+)/& T+bk/; .B)o3(
K/,/rA$r.
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3. 1. HASIL PERHITUNGAN
Per8ob//; : B/t/( 5 b/t/( Atterber%
T/;%%/) Pe+er$k(//; : 2 5 #0 Sete+ber 2004
N/+/ : A8&+/,> H> R/&/te(t 1 2
Ber/t +o), 1>6 1
Ber/t +o), * t/;/& b/(/& #? ##>6
Ber/t +o), * t/;/& ker$;% ##>1 #1>#
21>#2#62 1>?1
1#>? 1#>?
12> 1#>#
0>4?61 0>1#4
SL 20>#?# 1>0?#
B/t/( S(t .SL * 2 1>21
Ber/t /$r r/k(/
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
Per8ob//; : Ber/t Je;$( Se($'$k . !(
T/;%%/) Pe+er$k(//; : 2 Sete+ber 2004
B/t/( C/$r :
Pe+er$k(/ : Ke)o+ok II
N/+/ : A8&+/,> H> R/&/ = T ")/(k * So$) .2 !r/+ 4>6
e$%&t o' 7o)> ")/(k .1 !r/+ 2#>6
e$%&t o' Dr< So$) .(251 !r/+ 26
Te+er/tre- T .oC De%ree 2
e$%&t o' 7o)> ")/(k*/ter /t T .4 !r/+ #>6
6.251*4K !r/+ >2?6
e$%&t o' 7o)> ")/(k*/ter*So$) .# !r/+
e$%&t o' So$) .65# !r/+ >2?6
Se8$'$8 !r/@$t< o' So$) .!((= 5 2>?1
A@er/%e o' !( 5 2>?
Re+/rk( Corre8t$o; "/8tor- K 0-1
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
Per8ob//; , Pemeriksaan Hidrometer
Pemeriksa : Kelompok II
Nama : Achmad. H. Rahayaan
PEMERIKSAAN HIDROMETER
Tanggal Pemeriksaan : 5 oktoer !""# $ero orrectio : &' (enisc)s orrection :
Hidrometer No. : +s Tanah : !.,- :
ispersi Agent : /erat Tanah :
ate % 0iner 1 2 t
*"252!""# ".!5 !-." '#." ,4.#5, '"." **.5 #,."""" ".
".5 !-." '#." ,4.#5, '"." **.5 !'."""" ".
* !." ''." ,5.#4! !-." **.4 **.4""" ".
! !,." '*." ,*.5"# !4." *!." ,."""" ".
# !#." !-." 54.5', !5." *!.# '.*""" ".
!!." !4." 5'.5, !'." *!.4 *.545 ".
*5 *." !'." #5.,'! *-." *'.' ".,4 ".
'" *5." !"." '-., *,." *'. ".#,"" ".
," *!." *4." ''.4! *'." *#.' ".!'' ".
-" -." *#." !4.44, *"." *#. ".*,## ".
*!" 4." *!." !'." ." *5.! ".*!,4 ".
!#" ,." **." !*.!# 4." *5.' ".",' ".
*"2,2!""# *##" ,." **." !*.!# 4." *5.' "."*", ".
Rc 6 R act)al&7ero correction8T
% 9iner 6
6
+s orrection ;
o )m at a! '
Time o9Reading
>lapsedtime3 min
Tempo
Act)al Hyd.Reading Ra;
orrect Hyd.Reading Rc;
Hyd. orrection only9or menisc)s R ;
1 9romtale;
K
!4
Rc.2?s
K12t;".5
7/25/2019 oLAh DATA koMplitII.xls
16/29
0raksi 1emp)ng : !*. %
0raksi 1ana) : *"" % & !*. % 6 4.! %
0>01000>1000
0
10
20
#0
40
60
?0
0
0
0
100
-ra.k Pembagian /utir nalisa irometer
3kuran /utir mm"
4L
olos
0-02 0-002
21-
7/25/2019 oLAh DATA koMplitII.xls
17/29
3. PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. PERHITUNGAN
HAND BORING LOG AND SPT RESULTS
PROJECT : PRAKTIKUM MEKANIKA TANAH BORING STARTED : 27/09/2004 BORE HOLE NO. : BH-1LOCATION : LAPANGAN FT-UH BORING FINISHED : 27/09/2004 DRILL MASTER :
GROUND SURFACE ELEATION : !0"00 M BORING DEPTH : 1"# METER LOGGED B$ :
GROUND %ATER ELEATION : - M BORING METHOD : HAND CORE CHECKED B$ : KELOMPOK II
S8/)e
E)e@/t$o;$;Meter
Det&$;Meter
U;,$(trbe,S/+)e
C/($;%
Lo%
Co)or
Lo% De(8r$t$o;
Re)/t$@eDe;($t00410>004
20>004#0>004
40>00460>004
?0>004
C)/< S$)t S/;, L$+e(to;e!r/@e)
L&+ B,)(,C3*0-20-?
L+&5 B,)(,C3*
1>1
#-0
0-62>2
Cok)/t/b5/b
Cok)/tke&$t/5+/;
Le+;% Ber/($r
Le+;% Ber/($r
1-6
0-
7/25/2019 oLAh DATA koMplitII.xls
18/29
3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
GRAIN SI4E ANAL,SIS *ECHANICAL
ProXe8t : PRAKTIKUM MEKTAN
)o8/t$o; : L/bor/tor$+ MEKTAN
Te(te, b< : Ke)o+ok IIN/+e : A8&+/,> H> R/&/ o' Dr< So$) * Co;t/$;er .%r
t> o' Co;t/$;er .%r
t> o' Dr< S/+)e( .%r 600>00
S$e@e A;/) Ret/$;e, Co+)/t$@e Per8e;t .
No> Ret/$;e, Ret/$;e, P/(($;%
.++ . %r . %r
4 4>60 6>00 6>00 1>00 >00
10 2>000 140>00 146>00 2>00 1>00
1 1>000 116>00 2?0>00 62>00 4>00
40 0>420 110>00 #0>00 4>00 2?>00
?0 0>260 ?0>00 4#0>00 ?>00 14>00
100 0>14 40>00 40>00 4>00 ?>00
200 0>06 #0>00 600>00 100>00 0>00
0>010 0>100 1>000 10>000 100>000
!r/$; S$Ye D$(tr$bte, Cr@e
D$/+eter- ++
P/(($;%
"$;;er
7/25/2019 oLAh DATA koMplitII.xls
19/29
3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
TABEL PE*BACAAN SONDIR
PRO,E+ PRA+TI+U* *E+ANI+A TANAH TANGGAL 5 SEPTE*BER 667LO+ASI LAPANGAN FT8UH TITI+ SONDIR
H/+b/t/; J+)/& H/+b/t/; U;$t H/+b/t/; N$)/$ Tot/) H/+b/t/; H/+b/t/;
Ke,/)/+/; Ko;$( H/+b/t/; Pe)ek/t Pe)ek/t Pe)ek/t R/($o
' t$/ 20 8+
.+ .k%=8+ .k%=8+
6.6 0>0 0>0 0>0 0>0 0>0 0>0 0>00
0>2 100>0 116>0 16>0 1>6 #0>0 #0>0 1>60
0>4 60>0 ?2>0 12>0 1>2 24>0 64>0 2>40
0>? 64>0 6>0 41>0 4>1 2>0 1#?>0 >6
0> 60>0 6>0 #6>0 #>6 0>0 20?>0 >00
1.6 26>0 44>0 1>0 1> #>0 244>0 >?0
1>2 40>0 ?0>0 20>0 2>0 40>0 24>0 6>00
1>4 60>0 0>0 20>0 2>0 40>0 #24>0 4>00
1>? 40>0 66>0 16>0 1>6 #0>0 #64>0 #>61> 40>0 ?6>0 26>0 2>6 60>0 404>0 ?>26
.6 #0>0 ?6>0 #6>0 #>6 0>0 44>0 11>?
2>2 26>0 ?6>0 40>0 4>0 0>0 664>0 1?>00
2>4 20>0 ?0>0 40>0 4>0 0>0 ?#4>0 20>00
2>? 26>0 60>0 26>0 2>6 60>0 ?4>0 10>00
2> 20>0 40>0 20>0 2>0 40>0 24>0 10>00
3.6 #6>0 60>0 16>0 1>6 #0>0 64>0 4>2
#>2 4>0 ?6>0 1>0 1> #4>0 >0 #>64
#>4 40>0 0>0 #0>0 #>0 ?0>0 4>0 >60
#>? ?6>0 0>0 26>0 2>6 60>0 >0 #>6
#> 160>0 160>0 0>0 0>0 0>0 >0 0>00
7.6 H/r, H/r,
4>2
4>4
4>?
4>
9.6
6>2
6>4
6>?
6>
:.6
?>2
?>4
?>?
?>
5.6
>2
>4>?
>
;.6
>2
>4
>?
>
2
>4
>?
>
16.6
'(
8 8*' '( T' "r'(=8
.k%=8+2 .k%=8+2 .k%=8+2 .k%=8+2
7/25/2019 oLAh DATA koMplitII.xls
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!RA"IKPEN!UJIANSONDIR.DCPT!
RAPH
TAN!!AL:2SEPTEMBER2004
TITIKSONDIR:
PROYEK:PRAKTIKUMME
KANIKATANAH
ELE7>MUKAAIRTANAH:M
ELE7>MUKATANAH:PERMUKAANTANAH
SEKARAN!
0 1 2 # 4 6 ?0
60
100
160
200
260
0
160
#00
460
?00
60
H/+b/t/;Ko;$(
-8.k%=8+2
Tot/)H/+b/t/
;Pe)ek/t-T'.k%=8+M
0 1 2 # 4 6 ?0
610162026
"r'(=8.
7/25/2019 oLAh DATA koMplitII.xls
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3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN
3. 1. HASIL PERHITUNGAN
CONSOLIDATION TEST DATAPROJECT : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TESTED BY
: DATE
S/+)e No> : DH52 S/+)e : He$%&t- Ho : 2>0 8+ Se8$'$8 !r/'$t : 1>0 5 1>66 D$/+eter- D : ?># 8+
ATER CONTENT DETERMINATION Te(t .1 te(t .2 UNIT EI!HT DETERMINATION
12>2
>4
1>6
2>
et o' Dr/< So$)- ( .%r/+ 0>
/ter Co;te;t-F3=( . #6>?0
A@er/%e /ter Co;te;t- F . #6>?0
CONSOLIDATION TIME DIAL READIN!
Lo/, A)$e, .k% 0>26 1>?6 #># ?>? 1#>2 2?>4 ?>
0>26 0>6 1 2 4 2
0 Se8o;, 0>000 Se8o;, 0>000 0>0## 0>140 0>401 0>?#? 0> 1>2?? Se8o;, 2>44 Se8o;, 0>00? 0>0#? 0>12 0>41 0>??0 1>02 1>202
16 Se8o;, #># Se8o;, 0>00 0>0# 0>204 0>4# 0>?4 1>0# 1>200
#0 Se8o;, 6>4 Se8o;, 0>010 0>042 0>2#0 0>44 0>00 1>062 1>1
1 M$;te 1>000 M$;te 0>014 0>04? 0>24? 0>4? 0>22 1>00 1>1
2 M$;te 1>414 M$;te 0>01 0>064 0>2?2 0>4 0>4 1>0 1>1
4 M$;te 2>000 M$;te 0>020 0>0?0 0>2 0>612 0> 1>1#0 1>1?
M$;te 2>2 M$;te 0>022 0>0? 0>2? 0>6#4 0>20 1>10 1>14
16 M$;te #># M$;te 0>024 0>0? 0>#1 0>64 0>6? 1>200 1>12
#0 M$;te 6>4 M$;te 0>02? 0>0? 0>##? 0>6? 0>2 1>220 1>10
1 Hor 1>000 Hor 0>02 0>102 0>#62 0>64 0>2 1>240 1>1
2 Hor 1>414 Hor 0>02 0>120 0>#2 0>?00 0>62 1>262 1>1
4 Hor 2>000 Hor 0>0#0 0>1#2 0>#4 0>?1 0>?2 1>2??
Hor 2>2 Hor 0>0#1 0>1# 0>#2 0>?2? 0>4 1>20
24 Hor 4> Hor 0>0## 0>140 0>401 0>?#? 0> 1>2?
e$%&t o' et So$) * C/;- 1.%r/+ e$%&t o' R$;%-
1.%r/+
e$%&t o' Dr< So$) * C/;- 2.%r/+ e$%&t o' et So$) * R$;%-
2.%r/+
e%&t o' C/;- #.%r/+ e$%&t o' Dr/< So$) * R$;%-
#.%r/+
e$%&t o' /ter- 315
2.%r/+ 7o)+e o' R$;%- 7 .8+#
/ter Co;te;t- F.25
#=.
#5
1> 100
et De;($t< o' So$)- 3et
.25
1=7 .%r/+=8+#
Dr< De;($t< o' So$)- ,r
7/25/2019 oLAh DATA koMplitII.xls
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CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TEST
LABORATORY : 0 DATE
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 0>26
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O" T
2>2 t60 1># 4>4
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0t0
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
50>010
0>010
0>0#0
0>060
%Ta=lor> *"$'od? U8@$ Plo$(
7t0 .M$;te
D$/)Re/,$;%-,.++
1 10 100
0>000
0>006
0>010
0>016
0>020
0>026
0>0#0
0>0#6
%Caagra#d"> *"$'od
Lo%/r$t&+ o' T$+e- t .
D$/)Re/,$;%-,.++
,60
,100
7t0
t60
t1 t2
,0
7/25/2019 oLAh DATA koMplitII.xls
23/29
CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TE
LABORATORY : HASANUDDIN UNI7ERSITY DA
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 0>6
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O"
(
? 26
t0 #?
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0 t60
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
0>000
0>040
0>00
0>120
0>1?0
0>200
%Ta=lor> *"$'od? U8@$ Plo$(
7t0- .M$;te
D$/)Re/,$;%-,.+
+
1 10 100
0>010
0>020
0>0#0
0>040
0>060
0>0?0
0>00
0>00
0>00
0>100
0>110
0>120
0>1#0
0>140
0>160
0>1?0
0>10
0>10
0>10
0>200
%Caagra#d"> *"$'o
Lo%/r$t&+ o' T$+
D$/)Re/,$;%-,.+
+
t60
7t0
t1 t2
,0
,60
,100
7/25/2019 oLAh DATA koMplitII.xls
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CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TEST
LABORATORY : HASANUDDIN UNI7ERSITY DATE
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 1
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O" T
2 4 2>
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0t0 t60
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
0>100
0>160
0>200
0>260
0>#00
0>#60
0>400
0>460
0>600
%Ta=lor> *"$'od? U8@$ Plo$(
7t0- .M$;te
D$/)Re/,$;%-,
.++
1 10 100
0>100
0>160
0>200
0>260
0>#00
0>#60
0>400
0>460
0>600
%Caagra#d"> *"$'od
Lo%/r$t&+ o' T$+e-
D$/)Re/,$;%-,.++
7t0
t60
t1 t2
D0
D60
D100
7/25/2019 oLAh DATA koMplitII.xls
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CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TEST
LABORATORY : HASANUDDIN UNI7ERSITY DATE
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 2
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O" T
#>2 4>4 10>24
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0 t60t0
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
0>#00
0>#60
0>400
0>460
0>600
0>660
0>?00
0>?60
0>00
%Ta=lor> *"$'od? U8@$ Plo$(
7t0- .M$;te
D$/)Re/,$;%-,
.++
1 10 100
0>#00
0>#60
0>400
0>460
0>600
0>660
0>?00
0>?60
0>00
%Caagra#d"> *"$'od
Lo%/r$t&+ o' T$+e-
D$/)Re/,$;%-,
.++
7t0
t60
D0
D60
D100
t1 t2
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CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TES
LABORATORY : HASANUDDIN UNI7ERSITY DAT
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 4
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O"
#>2 6>2
10>24
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0 t60
t0
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
0>600
0>660
0>?00
0>?60
0>00
0>60
0>00
0>60
0>00
0>60
1>000
%Ta=lor> *"$'od? U8@$ Plo$(
7t0- .M$;te
D$/)Re/,$;%-,.
++
1 10 100
0>600
0>660
0>?00
0>?60
0>00
0>60
0>00
0>60
0>00
0>60
1>000
%Caagra#d"> *"$'od
Lo%/r$t&+ o' T$+
D$/)Re/,$;%-,.++
7t0
t60
D0
D60
D100
t1 t2
7/25/2019 oLAh DATA koMplitII.xls
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CONSOLIDATION TI*E DETER*INATIONPROJECT : 0
LOCATION : PRAKTIKUM MEKTAN
BORIN! NUMBER : DH52
BORIN! DEPTH : 1>0 5 1>66 METER
TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TEST
LABORATORY : HASANUDDIN UNI7ERSITY DATE
S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re :
S/+)e De> : 1>0 5 1>66
SUARE ROOT O" TIME LO!ARITHM O" T
2 #>6 4
k%=8+2 S/re Root Co;(> T$+e 0- 7t0
Lo%/r$t+$8 Co;(> T$+e 60- t60
7t0 t60t0
0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40
0>00
0>00
1>000
1>100
1>200
1>#00
1>400
1>600
%Ta=lor> *"$'od? U8@$ Plo$(
7t0- .M$;te
D$/)Re/,$;%-,
.++
1 10 100
0>00
0>00
1>000
1>100
1>200
1>#00
1>400
1>600
%Caagra#d"> *"$'od?
Lo%/r$t&+ o' T$+e-
D$/)Re/,$;%-,
.++
7t0
t60t1 t2
D0
D60
D100
7/25/2019 oLAh DATA koMplitII.xls
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D$/+eter Co;to& : ?># 8+
L/( Co;to& : #1>126 8+2
T$;%%$ Se($+e; .H : 2 8+
Ber/t T/;/& Ker$;%- , : #6 %r/+
Ber/t Je;$( : 2>? %r/+=8+#
Teb/) B/%$/; P/,/t- H( ,=.!( A 2A;%k/ Por$- e .H=H(51 : ?>21#2
Tek/;/;.k%=8+2
Pe+b/8//;Ter/k&$r.++
T$;%%$Se($+e;-H.8+
Perb/&/;A;%k/Por$-,e,H=H(
A;%k/Por$-ee05,e
0 0 2 0 0 ?>21#2 5 5
0>26 0>0## 1>? 0>00## 0>011 ?>201# 0>001?6 1>4 1># 4>4 0>161# 0>14
0>60 0>140 1>?0 0>0140 0>0606 ?>1?2 0>00?6 1>14 26 #?>00 0>00 0>02#4
1>00 0>401 1>6 0>0401 0>144? ?>0?? 0>0206 1>#0 2> 4>00 0>0?6 0>20?#
2>00 0>?#? 1>#?4 0>0?#? 0>224 6># 0>0616 1>42 4>4 10>24 0>0426 0>0?
4>00 0> 1>012 0>0 0>#6?# 6>6? 0>012 1>1 6>2 10>24 0>0#4 0>0?2
>00 1>2? 1>14 0>12? 0>4?# 6>44 0>11# 1>?# #>6 4>00 0>0601 0>1?
2>00 1>1 1>1# 0>11 0>421 6>61 0>12#?6 1>?4
0>26 1>0?0 1>40 0>10?0 0>#2# 6>#0 0>112#6 1>
D/r$ %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(($o; I;,e-C8
P1 .k%=8+2 2
P2 .k%=8+2
e1 6>e2 6>6
C8 .e15e2=)o%.2=1
C8 0>#2
I;,ek( e+/$/; .S3e)) I;,e- C(
P1 .k%=8+2 0>26
P2 .k%=8+2 2
e1 6>#
e2 6>
C( .e15e2=)o%.2=1
C( 0>044
Perb/&/;T$;%%$Se($+e;-
,H.8+
Perb/&/;T$;%%$T/;/&
R/t/5r/t/-,H/.8+
T$;%%$T/;/&Sete)/&Perb/&/;-
,.8+
/ktKo;(o)$,/($60
t60.+e;$t
/ktKo;(o)$,/($0
t0.+e;$t
Koe'$($e;Ko;(o)$,/($
[email protected]>1,2=t60
Koe'$($e;Ko;(o)$,/($
[email protected]>4,2=t0
7/25/2019 oLAh DATA koMplitII.xls
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0>10 1>00 10>00
0>0000
0>0600
0>1000
0>1600
0>2000
0>2600
Grafi- H2)2#ga# A#$ara T"-a#a# +o"fii"# +o#olidai
T"-a#a# +o#olidai %-g/&m(
+o"fi
i"#+o#olidai
t0
t60
0>10 1>00 10>00
6>6000
6>?000
6>000
6>000
6>000
?>0000
?>1000
?>2000
?>#000
Grafi- H2)2#ga# A#$ara T"-a#a# A#g-a Pori
T"-a#a# %-g/&m(
A#g-aPori%"(