lab mektan kelompok x

7/24/2019 Lab Mektan Kelompok x

1/162

thank's to all friend kelompok X

1. ANRY LAO

2. MICHAL HAM!ANY

". #$LI%

&. %AMI

. I(H)AN )A*IL

+,-i s,k,r kami pan-atkan ke hadirat %,han Yan/ Maha sa atas limpahan kasih dan 0erkatN

sehin//a kami dapat menelesaikan laporan +raktik,m Mekanika %anah se0a/ai salah sat, sarat

dalam penelesaian st,di di #,r,san )ipil ak,ltas %eknik $ni3ersitas Hasan,ddin.


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3/162

Proyek : Praktikum Laboratorium Mekanika Tanah

Lokasi : Laboratorium Mekanika Tanah Jurusan Teknik Sipil FT Unhas

Tanggal Percobaan : JANUAR !"#$

Nama : ANR% LA&

'elompok : (

Tabel #)# P*M*R'SAAN S&N+R

'e,a - .ambatan Jumlah .ambatan Unit .ambatan Total .ambatan .ambatan

laman 'onis .ambatan Pelekat Pelekat Tiap !" cm Pelekat Rasio

/ .P ( !"0#"

1 m 2 1 3 2

4.4

4.2 1 2 14 4.556 1"."7 1"."7 &.&5

4.& 1 2 14 4.556 1"."7 25.85 &.&5

4.5 24 1 1.44" 24.48 &5.7" 24.484.7 24 1 1.44" 24.48 55.6 24.48

1.4 1 14 4.556 1"."7 74.27 1"."7

1.2 14 1 4.""& 5.56 75.68 "."

1.& 14 4.""& 5.56 6".55 5.56

1.5 1 14 4.556 1"."7 148.4& 1"."7

1.7 14 1 4.""& 5.56 11".8" "."

2.4 4 54 14 4.556 1"."7 128.11 1."&

2.2 4 84 24 1.""7 25.85 1".78 2.57

2.& 144 1"4 "4 2.448 &4.1& 16&.41 2.41

2.5 54 14 64 5.421 124.&2 "1&.&" 14.4&

2.7 84 1& 8 .418 144." &1&.87 8.18

".4 4 64 &4 2.585 ".2 &57." ."

".2 5 64 2 1.582 "".& 41.8 2.8

".& 14 174 "4 2.448 &4.1& &1.76 1."&

".5

".7

&.4

Nilai /s

4c

4c5 / /

sT

/F

r6 /

s0 4

c

1 'g 0 cm! 2 1 'g 0 cm! 2 1 'g 0 cm! 2 1 'g 0 cm!2 1 'g 0 cm2 1 'g 0 cm2


4/162


Lokasi : Kampus II Laboratorium Mekanika Tanah Jurusan Teknik Sipil FT Unhas

Tanggal Percobaan : JAUA!I "#$%

ama : A!& LA'

Kelompok : (

0 50 100 150 200 250 300 350 400 450 500

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.6

2.8

3.0

3.2

3.4

3.6

- -qc(kg/cm2)

- Tr(kg/cm)

Hambatan Konis , qc (kg/cm2)

Kedalaman,m

Total Hambatan Pelekat, Tr (kg/cm)Keterangan:

-qc(kg/cm2)


5/162

Gambar 1.1. GRAFIK PEMBACAAN SONIR


6/162

5500 5 10 15 20 25

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.2

2.4

2.6

2.8

3.0

3.2

3.4

3.6

A!gka Ba!"#()


7/162


8/162




Nama : ANR% LA&

'elompok : (

Tabel !)#) P*M*R'SAAN .AN+ 7&RN8

Scale

*le9ationinmeter

+epthinmeter

U

n,isturbe,sample

:asing

Log

:olour

Soil +escription Rock

Relti9e+ensity

:onsistensy

Stan,ar Penetration test

+epthinmeter

N - ;alue 1blo


9/162




ama : A!& LA'

Kelompok : (

Tab$ *.1. PEMERIKSAAN SAN CONE TEST

;ater Content )ample A-1

%est N,m0er 1 2 Compaction Test Reslt

Container no. - 1.070

;ei/ht of Container gram 2.6 2.1 Optimum Mouisture Content (OMC) 47.203;ei/ht of Container < ;et soil gram 35.8 33.7

;ei/ht of Container < !r soil gram 19.4 20.4 !and cone "ata:

;ei/ht of =et soil gram 33.2 31.6 1.400

;ei/ht of !r soil gram 16.8 18.3 eig!t o" san# in t!e "anne$%" 502.14

% 97.62 72.68

A3era/e Of =ater Content % 85.15

&o. 'iti

erat *oto$ + ,orong osong (1) ram 712

erat oto$+Corong air (2) ram 5725 3-1

erat *oto$ +pasir + ,orong (3) ram 7730 2-1

erat sisa pasir+ *oto$ + ,orong (4) ram 5890

erat tana! *asa! + a$eng $apangan (5) ram 1850

erat osong a$eng $apangan (6) ram 0

erat tana! *asa! #a$am $u*ang 5 - 6 ram 1850

erat sisa pasir #i$u*ang 7 (3 - 4) - " ram 1337.86

955.642

1.936

1.046

/eraat epa#atan 100 1.046

100 97.7177 98

1.070

1.046 89.93

1.16 Makassar, 2009

Mengetahui Diperiksa oleh

ekertaris !a"oratoriu# Mekanika $anah sisten !a"oratoriu# Mekanika $anah

)l

D&. $&' (&')$* $. M$ + M(. &'D)

Optimum $a*orator /r /ensit% #r a*

/ensit o" san#% san#

;ater Content>?;=@;s144B

/ensit o" san#% san#

san#

o$eme sisa pasir #i$u*ang% 7 san# ,m3

erat isi tana! *asa! ramCm3

erat isi tana! ering # (1 + ) ramCm3

#r"ie$#

#r$a*


10/162

)ip. 132 259 232


11/162


12/162


13/162



Tanggal Percobaan : $* Maret "##%

ama : A!& LA'

Kelompok : (

Tab$ +.1. PEMERIKSAAN CP

#$ : % "CP "ept&, & ' - %

"CP $!*R+T$# CR *+.T$#

#o lo0s "CP ReadingPenetratio Penetration CR +ale (1)

Per 2 mm C&art % C&art 2 CR

0 0.900 0.000 0.000 0.000 0.000 0.000

1 2.300 1.400 1.786 9.500 10.000 9.500

2 3.600 2.700 1.852 7.600 8.000 7.600

3 5.000 4.100 1.829 6.800 7.000 6.8004 6.100 5.200 1.923 7.400 7.500 7.400

5 7.100 6.200 2.016 7.700 8.000 7.700

6 8.100 7.200 2.083 7.700 8.000 7.700

7 9.200 8.300 2.108 9.000 9.500 9.000

8 10.200 9.300 2.151 10.000 10.500 10.000

9 11.200 10.300 2.184 11.500 12.000 11.500

10 12.300 11.400 2.193 15.000 15.000 15.000

11 13.400 12.500 2.200 15.500 15.000 15.000

12 14.600 13.700 2.190 16.000 16.000 16.000

13 15.600 14.700 2.211 17.000 16.500 16.500

14 16.700 15.800 2.215 17.500 17.000 17.000

15 17.900 17.000 2.206 18.000 18.000 18.00016 19.000 18.100 2.210 19.000 19.000 19.000

17 20.000 19.100 2.225 20.000 20.000 20.000

18 21.100 20.200 2.228 19.000 19.000 19.000

19 22.300 21.400 2.220 18.000 18.500 18.000

20 23.300 22.400 2.232 18.000 18.000 18.000

21 24.700 23.800 2.206 18.000 18.000 18.000

22 25.700 24.800 2.218 18.000 18.000 18.000

23 26.700 25.800 2.229 17.500 18.000 17.500

24 27.900 27.000 2.222 18.000 18.000 18.000

25 29.100 28.200 2.216 18.000 17.500 17.500

26 30.200 29.300 2.218 18.000 17.500 17.500

27 31.300 30.400 2.220 18.000 18.000 18.000

28 32.500 31.600 2.215 18.000 18.500 18.000

29 33.900 33.000 2.197 18.000 18.000 18.000

30 35.000 34.100 2.199 18.000 18.000 18.000

31 36.500 35.600 2.177 18.000 18.000 18.000

32 37.800 36.900 2.168 18.000 18.000 18.000

33 39.100 38.200 2.160 18.000 18.000 18.000

34 40.500 39.600 2.146 18.000 18.000 18.000

35 41.900 41.000 2.134 17.500 17.500 17.500

36 43.100 42.200 2.133 17.000 17.000 17.00037 44.400 43.500 2.126 17.000 16.500 16.500

38 45.800 44.900 2.116 17.000 16.500 16.500


14/162

39 47.000 46.100 2.115 16.000 16.500 16.000

40 48.200 47.300 2.114 16.000 16.500 16.000

41 49.800 48.900 2.096 16.000 16.000 16.000

42 51.100 50.200 2.092 16.000 16.000 16.000

43 52.600 51.700 2.079 16.000 16.000 16.000

44 53.900 53.000 2.075 16.000 16.000 16.000

45 55.600 54.700 2.057 16.000 16.000 16.000

46 56.800 55.900 2.057 16.000 16.000 16.000

47 58.100 57.200 2.054 16.000 16.000 16.000

48 59.600 58.700 2.044 16.000 16.000 16.000

49 61.100 60.200 2.035 16.000 16.000 16.000

50 62.500 61.600 2.029 16.000 16.000 16.000

51 64.200 63.300 2.014 16.000 16.000 16.000

52 65.700 64.800 2.006 16.000 16.000 16.000

53 67.300 66.400 1.995 16.000 16.000 16.000

54 69.400 68.500 1.971 16.000 16.000 16.000

55 70.700 69.800 1.970 16.000 16.000 16.000

56 71.900 71.000 1.972 16.000 16.000 16.000

57 72.600 71.700 1.987 16.000 16.000 16.000

58 73.400 72.500 2.000 16.000 16.000 16.000

59 75.100 74.200 1.988 16.000 16.000 16.000

60 76.200 75.300 1.992 16.000 16.000 16.000

61 78.300 77.400 1.970 16.000 15.500 15.500

62 79.600 78.700 1.970 15.500 15.000 15.00063 80.400 79.500 1.981 15.500 15.000 15.000

64 81.700 80.800 1.980 15.500 15.000 15.000

65 82.400 81.500 1.994 15.500 15.000 15.000

66 83.200 82.300 2.005

67 83.800 82.900 2.021

68 85.200 84.300 2.017

69 87.100 86.200 2.001

70 89.200 88.300 1.982

71 90.800 89.900 1.974

72 92.500 91.600 1.965

73 93.100 92.200 1.979

74 94.000 93.100 1.987

75 94.1 93.200 2.012

76 94.2 93.300 2.036


15/162

77 94.3 93.4 2.061

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

+,! -./

Ke0alaman -cm/

3ambar 45%5 3ra6ik Hbngan Kedalaman dengan CR


16/162




ama : A!& LA'

Kelompok : (

(lasifikasi %anah *erdasarkan C*RNilai 7R 'egunaan >arna H,r,f 'lasi/ikasi

4 *,r,k se0a/ai tanah dasar Hi-a, OL %anah *er0,tir Hal,s

6. *aik se0a/ai tanah dasar (,nin/ )M %anah *er0,tir Hal,s

8.5 *aik se0a/ai tanah dasar (,nin/ )M %anah *er0,tir Hal,s


8.& *aik se0a/ai tanah dasar (,nin/ )M %anah *er0,tir Hal,s



6 *aik se0a/ai tanah dasar Merah )+ %anah *er0,tir Hal,s


11. *aik se0a/ai tanah dasar Merah )+ %anah *er0,tir Hal,s




15. *aik se0a/ai tanah dasar Merah )+ %anah *er0,tir Hal,s




24 *aik se0a/ai tanah dasar Merah ); %anah *er0,tir (asar

16 *aik se0a/ai tanah dasar Merah )+ %anah *er0,tir (asar





18. *aik se0a/ai tanah dasar Merah )+ %anah *er0,tir (asar
















17/162

15 *aik se0a/ai tanah dasar (,nin/ )M %anah *er0,tir (asar






















1. *aik se0a/ai tanah dasar (,nin/ )M %anah *er0,tir (asar






18/162

%anah *er0,tir Hal,s

%anah *er0,tir Hal,s

%anah *er0,tir (asar

%anah *er0,tir (asar


19/162

Tabal ?) lan@utan Pemeriksaan +P

PR&J*T : Praktikum Laboratorium Mekanika Tanah

L&AT&N : Laboratorium Mekanika Tanah Jurusan Teknik Sipil FT Unhas

T*STN8 M*T.&+ : ASTM +#$"B AAST.& T - #C#

T*ST*+ 7% : ANR% LA&

+AT* : !! &ktober !""C

N& : # +P +epthB h 6 " - #""

+P &7S*R;AT&N 7R *;ALUAT&N

No 7lo 2446


20/162

retaris La0oratori,m Mekanika %an Asisten La0oratori,m Mekanika %anah

+R) TR .ARANT&B ST) MT) 1 *SMAN RA>*NNA2

Nip) #=! !C !=!


21/162




Nama : ANR% LA&

'elompok : (

Tabel )#) 7*RAT J*NS SP*SF' B 8s

Nomor +ero0aan I II 25.

2.51 1.1 25 4.665715

1&8.7 1&5.86 28 4.665&1

186.2 187.4

&6.8 &7.&& 1 4.444284

25. 28.7 4.

4.6677 4.667"1 4.665715

*erat #enis> 9s 2.82& 2.71

*erat #enis Ratarata> 9s 2.884

*erat +iknometer> ;1D/ramE

*erat +iknometer < air> ;2D/ramE

*erat +iknometer < air < tanah> ;"D/ramE

*erat tanah kerin/> ;sD/ramE

%emperat,r>4

C

aktor koreksi> ? /

20

Dari hasil perhitungan /iperoleh nilai "erat enis se"esar ")*1*


22/162

T*ST R*SULT 8*N*RAL PR&P*RT*S




Nama : ANR% LA&

'elompok : (

*ore Hole No. *H2

)ample 1 2 " &

)ample !epth m 4.44." 4."4.5 4.54.6 4.61.2

Rin/@Container N,m0er 1 2 " & 5 8 7 6 14

;ei/ht Rin/ D 1 E /ram 58.44 58.44 58.44 58.44

;ei/h of Container D 2 E /ram 4.44 4.44 4.44 4.44

;ei/h of Rin/ < Container < ;et )oil D " E /ram 176.44 17".5 17.&" 185.78

;ei/h of ;et )oil D & E ? D"ED2ED1E /ram 122.44 115.5 117.&" 146.78

Fol,me of )oil D E 52."& 52."& 52."& 52."&

;ei/h of Rin/ < Container < !r)oil D 5 E /ram 15.44 1.5 17.8& 1&.85

;ei/h of !r )oil D 8 E ?D5ED1ED2E /ram 144.&4 6".8 6&.2 62.54

;ei/h of ;ater D 7 E ? D&ED8E /ram 21.54 22.71 2".61 18.28

)pesifi 9ra3it> 9s 2.884 2.884 2.884 2.884

Fol,me of !r )oil D6E ? D8E@9s "5.2 "".7& "&.12 "".&"

Fol,me of +ore D14E ? DED6E 25.65 27.4 27.22 27.61

1.65 1.78 1.64 1.85

;ater Content>= ? D7E@D8E144B B 21.1 2&."" 2."4 17.5

1.51 1.4 1.2 1.&6

+orosit> n ? D14E@DE144B B &".2 &.81 &.25 &5."7

!e/ree of )at,ration> )r ? D7E@D14E144B B 74.12 74.4 7&.8& 6.8&

;ater !ensit D11E 1 1 1 1

Fol,me Of ;ater D12E?D7E@D11E 21.54 22.71 2".61 18.28

Foid Ratio> e ? D14E@D6E144B B 8&."7 7&.16 72.56 75.&7

m"

m"

m"

;et !ensit> =et

? D&E@DE /r@m"

!r !ensit> /dr ? =et@D1


23/162


24/162




Nama : ANR% LA&

'elompok : (

Tabel $)#)#) 7ATAS AR 1LDU+ LMTSB LL2

No %est 1 2 "

#,mlah +,k,lan 28 22 21

No. Container *1 C1 !1

*erat %anah *asah < Container> ;1 9ram 2&.&" 2&."5 2"."5 22.64 25.1" "4.1

*erat %anah (erin/ < Container> ;2 9ram 24.61 24.76 24.17 16.68 22."5 2.&5

*erat Container> ;" 9ram 8.54 7.24 6.47 6.2 6." 6.45

*erat Air D;=?;1;2E 9ram ".2 ".&8 ".17 2.6" ".88 &.56

*erat %anah (erin/ > D;d?;2;"E 9ram 1"."1 12.56 11.14 14.& 1".41 15.&4

(adar Air> ;=@;d G 144B B 25.& 28."& 27.5 27.4& 27.67 27.54

A3era/e 25.64 27."& 27.86

*atas Cair DLLE didapat pada p,k,lan 2

#adi> LL 8."6111 ln D G E < 1.2& 28.& B

1 14

4

14

24

"4

&4

4

54

84

74

64

144

+ -7.3911149099 ln+ 51.24499

Kur2a Aliran untuk penentuan ,atas +air

Jumlah Pukulan

Ka0ar Air -./

2


25/162


26/162




Nama : ANR% LA&

'elompok : (

Tabel $)!)#) 7ATAS PLASTS 1PLAST LMTSB PL2

No %est 1 2

No. Container A1 *1

*erat %anah *asah < Container> ;1 9ram 14.&2 14.51

*erat %anah (erin/ < Container> ;2 9ram 14.28 14."

*erat Container> ;" 9ram 6.&8 6.46

*erat Air D;=?;1;2E 9ram 4.1 4.25

*erat %anah (erin/ > D;d?;2;"E 9ram 4.7 1.25

(adar Air> ;=@;d G 144B B 17.84 24.5"

(adar Air Ratarata B 16.562

Indeks +lastisitas +I ? LL +L

+I ? 28.& 16.56 ? 8.85 B

I

27.4477 4.&22"1

-


27/162



Tanggal Percobaan : #E Maret !""$

Nama : ANR% LA&

'elompok : (

Tabel $)=)#) 7ATAS SUSUT 1S.RN8'A8* LMTSB SL2

No %est 1 2

*erat Mo,ld> ;1 9ram .6" 5.46

*erat Mo,ld < %anah 0asah > ;2 9ram &.4& &".22

*erat Mo,ld < %anah kerin/ > ;" 9ram "2.&" "1.25

9ram 277 276

9ram 15 244*erat tanah 0asah> ;=?;2;1 9ram "6.11 "8.1"

*erat tanah kerin/> ;d?;";1 9ram 25. 2.18

*erat air>;a?;2;" 9ram 12.51 11.65

*erat a=an petri> ;p 9ram ".1" ".1"

*erat -enis air raksa> r 1".5 1".5

Fol,me tanah 0asah> F=?D;&;pE@r 17.6 17.58

Fol,me tanah kerin/> Fd?D;;pE@r 6. 12.12

(adar air> ?;a@;d G 144B B &8.7 &8.2

B 1".&5 21.2

)L rata rata B 18.&6

*erat Air Raksa an/ dipakai ,nt,kmen/isi man/kok shrin/ka/e> ;&

*erat Air Raksa an/ dipindahkan

oleh tanah an/ ditest> ;

m"

m"

*atas s,s,t>)L ? (adar airDDF=FdE@;dEG144BE


28/162

144

85868


29/162


30/162


31/162


32/162

LL

No. y ln DGE ln12 G %

1 28 25.64 ".265 14.752 77.5&25

2 22 27."& ".461 6.& 78.5147

" 21 27.86 ".4& 6.2561 78.5&&5-,mlah 84 7&.4" 6.&"1 26.5752 25".767

0 ?n . D lnDGE. E lnDGE .

n .

0 ? " 25".7674&8 862.&756

" 26.5752 77.61"

0 ? 4.8627

4.148"

0 ? 8."611

a ? ' 0 G'

' ? @ n ? 27.446

G' ? G @ n ? ".1&&

a ? 27.446 2".2"5

a ? 1.2&

? 0 ln DGE < a ".217785

? 8."6111 ln D G E < 1.2& 2".86147

22.812

1ln122!

D lnDGE2E D lnDGEE2


33/162

28.&&


34/162




Nama : ANR% LA&

'elompok : (

Tabel E)#) .asil Perhitungan Analisa Saringan

Sebelum Sesu,ah

*erat tanah kerin/ < Container 5&.&

*erat Container 1&.&

*erat tanah (erin/ 44

Persen 132

Tertahan Lolos

& &.8 4 4 4 14414 2 2"" 2"" &5.5 ".&

17 4.7& 114 "&" 57.5 "1.&

&4 4.&2 && "78 88.& 22.5

54 4.2 12. "66. 86.6 24.1

144 4.1 1& &1". 72.8 18."

244 4.48 &6. &5" 62.5 8.&

+an "8 44 144 4

Saringan

No)

+iameter

1mm2

7erat Tertahan

1gram2

7erat 'umulati/

1gram2


35/162

4.414.1114

4

14

24

"4

&4

4

54

84

74

64

144

114

8ambar $)#) 8ra/ik Analisa Saringan

3iameter Saringan -mm/

Persen Lolos -./

No. &

omor Saringan

No. 14 No. 17 No. &4 No. 54 No. 144 No. 244


36/162



Testing metho, : ASTM +##?"-?B +?!#-H I +?!!-$=

Teste, 7y : ANR% LA&

'elompok : (

0erat %anah (erin/ : 44 spe. 9ra3it> 9s : 2.6 /ram@m"

Analisa )arin/an analisa hidrometer

sarin/anNo.

!iameterDmmE

*erat%ertahanD9ramE

0eratk,m,latifD/ramE

persentertahanDBE

+ersenLolosDBE

;akt,DmenitE

R

Ir?LLDL@2E

& &.8 4 4 4.44 144.44 4.2 27 "4.44 " 4.1484 21.8 4.4775

14 2 2"" 2"" &5.54 ".&4 4. 27 "1.44 " 4.1142 21.64 4.45"&

17 4.7& 114 "&" 57.54 "1.&4 1 27 "1.44 " 4.1142 21.64 4.4&2

&4 4.&2 && "78 88.&4 22.54 2 27 "4.44 " 4.1484 21.8 4.4"25

54 4.2 12. "66. 86.64 24.14 & 27 26.44 " 4.14"7 21.84 4.42"4

144 4.1 1& &1". 72.84 18."4 7 27 27.44 " 4.144 21.54 4.4155

244 4.48 &6. &5" 62.54 8.&4 1 27 28.44 " 4.468" 21.4 4.412"

+an "8 44 144.44 4.44 "4 27 2.44 " 4.4647 21." 4.4477

54 27 2".44 " 4.47&" 21.24 4.4452

64 27 22.44 " 4.4711 21.14 4.441

124 27 21.4 " 4.486& 21.4 4.44&

2&4 27 21.44 " 4.4887 21.44 4.44"2

1&&4 27 24.4 " 4.4852 24.67 4.441"

? 4.665"

? 4."2&"

%emperat,r%DoCE

R;

N?(DRR;

EB

!?(%

DIr@tE4.'

*erat -enis air terhadap temperat,r> /;et %

faktor> ( ? D 1444 G 9s G /=et %

E@D14 G ;sD9s 1EE


37/162

aktor (t ? fD9s>%E ? 4.41257

9rafik H,0,n/an Analisa sarin/an den/an Hidrometer

0.00100.01000.10001.000010.0000100.0000

0.00

20.00

40.00

60.00

80.00

100.00

120.00

8ra/ik .ubungan Analisa Saringan ,an .i,rometer

+ersentase Lolos DBE

No. & No. &4 No. 244No. 14 No. 17 No. 54 No. 144


38/162

!iameter DmmE


39/162

!! !

28.&

11.&4

11.14

11.14

11.&4

11.4

11.84

11.64

12.24

12.4

12.84

12.74

12.64

12.6


40/162


41/162


42/162




Nama : ANR% LA&

'elompok : (

Tabel H)#) P*R.TUN8AN .+R&M*T*R

*erat #enis : 2.6

ero Corretion : 1

Menis,s Corretion : 1

9s Corretion : 1.4"7

*erat %anah> ;s : 44 /ram

Rp ? R < %emperat,r Corretion < ero CorretionRl ? R < Menis,s Corretion

R Rcp Rcl '

4.2 27 "4.44 "".4 5.6 "1.44 1&.24 4."2&2 2.&&&

4. 27 "1.44 "&.4 8.15 "2.44 1&.24 4."2&2 1.827

1 27 "1.44 "&.4 8.15 "2 1&."4 4."2&2 1.225

2 27 "4.44 "".4 5.6 "1 1&."4 4."2&2 4.758

& 27 26.44 "2.4 5.8 "4 1&.&4 4."2&2 4.51

7 27 27.44 "1.4 5.& 26.44 1&.4 4."2&2 4.&"8

1 27 28.44 "4.4 5."" 27 1&.4 4."2&2 4."16"4 27 2.44 27.4 .62 25 1&.74 4."2&2 4.227

54 27 2".44 25.4 .4 2& 1.44 4."2&2 4.152

64 27 22.44 2.4 .26 2" 1.44 4."2&2 4.1"2

124 27 21.4 2.44 .16 22. 1.44 4."2&2 4.11

2&4 27 21.44 2&.4 .47 22 1.24 4."2&2 4.472

1&&4 27 24.4 2&.44 &.67 21. 1."4 4."2&2 4.4""

&.8 144.442.44 ".&4

4.7& "1.&4

4.&" 22.54

4.2 24.14

&2."" 4.1 18."4

/ram@m"

J? 1.5 9s@KD9s1EG9s

>aktu1menit2

T1"2

3 7utiran .alus

)Rcp0>s #"" 3

L1cm2

+6' 1L0t2"B


43/162

4.1

4

24

&4

54

74

144

3ambar 75%5 3ra6ik Pembagian tir nalisa Hidrometer

Ukuran ,utir -mm/

Persen Lolos -./

10


44/162

0.1 1 10 100 1000

-0.2

-0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

3ambar 75%5% 3ra6ik Hbngan Pembacaan dan .ogaritma 8akt ntk Tekanan ,2 kg/cm2

(Casagrande 9et&od)

.ogaritma 8akt (menit)

Pembacaan


45/162

0.1 1 10 100 1000

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

3ambar 75%525 3ra6ik Hbngan Pembacaan dan .ogaritma 8akt ntk Tekanan , kg/cm2

(Casagrande 9et&od)


Pembacaan


46/162

0.1 1 10 100 1000

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

3ambar 75%55 3ra6ik Hbngan Pembacaan dan .ogaritma 8akt ntk Tekanan % kg/cm2(Casagrande 9e t&od)

.ogaritma 8 akt (menit)

Pembacaan


47/162

0.1 1 10 100 1000

2.6

2.7

2.8

2.9

3.0

3.1

3.2

3.3

3.4

3.5

3.6

3.7

3.8

3.9

4.0

4.1

4.2

3ambar 75%545 3ra6ik Hbngan Pembacaan dan .ogaritma 8akt ntk Tekanan 2 kg/cm2(Casagrande 9et&od)


Pembacaan


48/162

0.1 1 10 100 1000

3.7

3.8

3.9

4.0

4.1

4.2

4.3

4.4

4.5

4.6

4.7

4.8

4.9

5.0

5.1

5.2

5.3

5.4

3ambar 75%55 3ra6ik Hbngan Pembacaan dengan .ogaritma 8akt ntk Tekanan 4 kg/cm2

(Casagrande 9et&od)


Pembacaan


49/162

0.1 1 10 100 1000

5.0

5.1

5.2

5.3

5.4

5.5

5.6

5.7

5.8

5.9

6.0

6.1

6.2

3ambar 75%5;5 3ra6ik Hbngan Pembacaan dan .ogaritma 8akt ntk Tekanan 7 kg/cm2

(Casagrande 9et&od)


Pembacaan


50/162

0 5 10 15 20 25 30

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

Gambar ,.2.1 Grak b!ga! P$mbacaa! "a! Akar 0ak !k T$ka!a! &23 kg(Ta45r% M$65")

Akar 0ak (m$!#)

P$mbacaa!


51/162

0 5 10 15 20 25 30

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

Gambar ,.2.2. Grak b!ga! P$mbacaa! "$!ga! Akar 0ak !k T$ka!a!

(Ta45r% M$65")

Akar 0ak (m$!#)

P$mbacaa!


52/162

0 5 10 15 20 25 30

1.5

1.6

1.7

1.8

1.9

2.0

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

2.9

3.0

3ambar 75255 3ra6ik Hbngan Pembacaan dan kar 8akt ntk Tekanan % kg/cm2(Ta


53/162

0 5 10 15 20 25 30 35

2.8

2.9

3.0

3.1

3.2

3.3

3.4

3.5

3.6

3.7

3.8

3.9

4.0

4.1

4.2

3ambar 752545 3ra6ik Hbngan Pembacaan dan kar 8akt ntk Tekanan 2 kg/cm2

(Ta


54/162

0 5 10 15 20 25 30 35

3.9

4.0

4.1

4.2

4.3

4.4

4.5

4.6

4.7

4.8

4.9

5.0

5.1

5.2

5.3

5.4

3ambar 75255 3ra6ik Hbngan antara Pembacaan dan kar 8akt ntk Tekanan 4 kg/cm2(Ta


55/162

0 5 10 15 20 25 30

5.2

5.3

5.4

5.5

5.6

5.7

5.8

5.9

6.0

6.1

6.2

3ambar 7525;5 3ra6ik Hbngan Pembacaan dan kar 8akt ntk Tekanan 7 kg/cm2(Ta


56/162

0.1 1.0

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

3ambar 755 3ra6ik Hbngan antara ngka Pori dengan Tekanan Konsolidasi

Tekanan Konsolidasi (kg/cm2)

ngka Pori, e


57/162



Tanggal Percobaan :

Nama :

'elompok : (

Tabel C)#) '&NS&L+AS

: 7 /ram

: 2"4 /ram

: 158.52 /ram

Fol,me Rin/> F : 85.6"

: 8.4 B

: 1.77

: 1.48&

P*M7AAAN +AL

7eban 1kg2 #)# !)! ?)? H)H #E)$ =)= H)H #)#")! ") # ! ? H ! ")!

4 detik 4.444 1.122 1.57" 2.6"2 &.4" ."18 5.1&" ."7

5 detik 4.1&4 1.18 1.85 ".447 &.1"" ."5 5.47" ."25

1 detik 4.2"2 1.177 1.74 ".452 &.187 ."76 .641 .287

"4 detik 4."22 1.212 1.781 ".142 &.2"1 .&27 .78" .22

1 menit 4.&21 1.2&7 1.658 ".18 &.276 .&57 .721 .187

2 menit 4.512 1.266 2.476 ".2"1 &."84 ."2 .856 .1"

& menit 4.71 1."5" 2.251 "."8 &.41 .54& .817 .478

7 menit 4.641 1.&81 2.15 ".&7 &.841 .82" .5& .4&

1 menit 4.6& 1.5 2.56 ".5"6 &.6"" .755 .54" &.678

"4 menit 1.44" 1.54" 2.876 ".86 .112 5.414 .82 &.657

1 -am 1.4&7 1.521 2.726 ".785 .2&7 5.454 ." &.6&"

2 -am 1.464 1.5&1 2.75 ".62& .28 5.477 .&&5 &.76

& -am 1.145 1.582 2.61& &.41" ."47 5.14 ."7 &.74"

7 -am

2& -am 1.122 1.57" 2.6"2 &.4" ."18 5.1&"

*erat Rin/> ;1

*erat %anah *asah < Rin/> ;2

*erat %anah (erin/ < Rin/> ;"

m"

(adar Air> ?D;2;

"E@D;

";

1E. 144B

*erat Fol,me %anah *asah> =et

?D;2;

1E@F /ram@m"

*erat Fol,me %anah (erin/> dr?=et

@D1


58/162

Tab$ 7.2. ASI8 PERIT9NGAN KONSO8IASI

!iameter Contoh : 8 m

L,as Contoh : "7.&7

%in//i )pesimen DHE : 2 m

*erat %anah (erin/> ;d : 72.52 /ram

*erat #enis : 2.884

: 4.861

An/ka +ori> e ? DH@HsE1 : 1.26

+em0a

aan%erakhirDmmE

%in//

i)pesimen>HDmE

4 4 2 4 4 1.26

4.2 1.122 1.777 4.112 4.1&2 1."78 4.45 1.6&& 1.&2 5.44"

4.4 1.57" 1.7"2 4.157 4.21" 1."15 4.1&4 1.754 &.56 17.&64

1.44 2.6"2 1.848 4.26" 4."81 1.17 4.2"1 1.856 &."7 1&.45"

2.44 &.4" 1.6 4.&4 4.12 1.415 4."&6 1.51 ."" 12.54"

&.44 ."18 1.&57 4."2 4.582 4.78 4.&56 1."2 5.74 27.52"

7.44 5.1&" 1."75 4.51& 4.888 4.82 4.8" 1.&28 8.&" 26.621

2.44 ."7 1.&52 4."6 4.571 4.7&7 4.85 1.&2&4.2 &.74" 1.24 4.&74 4.548 4.622 4.46 1.&61

skan,ar Maricar 9ersion

m2

/ram@m"

%e0al *a/ian +adat> Hs ? ;d@D9s G A G =E

%e

kananDk/@m2E

+er,0ah

an%in//i)pesimen>

HDmE

+er,0ahan

An/ka+ori>

e?

H@Hs

An/ka+ori>e?e4e

+er,0

ahan%in//i%anah

Ratarata>

HaDmE

%in//i%anah)etelah+er,0ahan>

dDmE

;akt,(onsolidasi'4B

t'4

DmenitE

;akt,(onsolidasi64B

t64

DmenitE


59/162

!ari /rafik h,0,n/an antara an/ka pori den/an tekanan konsolidasi

diperoleh 0ah=a tekanan prakonsolidasi p ? 1>17 k/@m2

Indeks pemampatan DCompression IndeG>CE

? 1.8

? 1.7&&? 4.7&

? 4.7"

C ?

C ? 4.554

Indeks pem,aian D)=ell IndeG> CsE 2.2 1.2

1.1 1.52

? 4.2 2.78

? 2

? 4.5&1

? 4.68

Cs ?

Cs ? 4.4&6

X Yt DdetikE tDmenitE ")! ") # ! ? H ! ")!

4 4 4.444 1.122 1.57" 2.6"2 &.4" ."18 5.1&" ."7

5 4.1 4.1&4 1.18 1.85 ".447 &.1"" ."5 5.47" ."25

1 4.2 4.2"2 1.177 1.74 ".452 &.187 ."76 .641 .287

"4 4. 4."22 1.212 1.781 ".142 &.2"1 .&27 .78" .22

54 1 4.&21 1.2&7 1.658 ".18 &.276 .&57 .721 .187

124 2 4.512 1.266 2.476 ".2"1 &."84 ."2 .856 .1"

2&4 & 4.71 1."5" 2.251 "."8 &.41 .54& .817 .478

&74 7 4.641 1.&81 2.15 ".&7 &.841 .82" .5& .4&

644 1 4.6& 1.5 2.56 ".5"6 &.6"" .755 .54" &.678

1744 "4 1.44" 1.54" 2.876 ".86 .112 5.414 .82 &.657

"544 54 1.4&7 1.521 2.726 ".785 .2&7 5.454 ." &.6&"8244 124 1.464 1.5&1 2.75 ".62& .28 5.477 .&&5 &.76

1&&44 2&4 1.145 1.582 2.61& &.41" ."47 5.14 ."7 &.74"

27744 &74 4.444 4.444 4.444 4.444 4.444 4.444

75&44 1&&4 1.122 1.57" 2.6"2 &.4" ."18 5.1&"

X Y

t DdetikE ")! ") # ! ? H ! ")!

4 4.4444 4.444 1.122 1.57" 2.6"2 &.4" ."18 5.1&" ."7

5 4."152 4.1&4 1.18 1.85 ".447 &.1"" ."5 5.47" ."251 4.444 4.2"2 1.177 1.74 ".452 &.187 ."76 .641 .287

"4 4.8481 4."22 1.212 1.781 ".142 &.2"1 .&27 .78" .22

+1Dk/@m2E

+2Dk/@m2

Ee

1

e2

De1e

2E@lo/Dp

2@p

1E

+1Dk/@m2E

+2Dk/@m2E

e1

e2

De1e

2E@lo/Dp

2@p

1E

!ata 9rafikASA8RAN+*

!ata 9rafikTA%L&RS

tDmenitE4.


60/162

124 1.&1&2 4.512 1.266 2.476 ".2"1 &."84 ."2 .856 .1"

2&4 2.4444 4.71 1."5" 2.251 "."8 &.41 .54& .817 .478

&74 2.727& 4.641 1.&81 2.15 ".&7 &.841 .82" .5& .4&

644 ".78"4 4.6& 1.5 2.56 ".5"6 &.6"" .755 .54" &.678

1744 .&882 1.44" 1.54" 2.876 ".86 .112 5.414 .82 &.657

"544 8.8&54 1.4&7 1.521 2.726 ".785 .2&7 5.454 ." &.6&"

8244 14.6& 1.464 1.5&1 2.75 ".62& .28 5.477 .&&5 &.76

1&&44 1.&616 1.145 1.582 2.61& &.41" ."47 5.14 ."7 &.74"27744 21.6476 4.444 4.444 4.444 4.444 4.444 4.444

75&44 "8.6&8" 1.122 1.57" 2.6"2 &.4" ."18 5.1&"


61/162


62/162

4.1"1 4.1""

4.4"5 4.4&4

4.4" 4.4&8

4.42 4.4&5

4.418 4.418

4.41" 4.41&

(oefisien(onsolidasi

C3?D4.168GDd@2E2E@t'4

(oefisien(onsolidasi

C3?D4.7&7GDd@2E2E@t64


63/162


64/162


65/162

talors 4.24 4.44 1.444 2.444 &.444 7.444

4 4 4 1 0.000 0.856 0.916 1.968 2.754 3.682

5 4.1 4."152287 2 0.240 0.876 1.462 2.452 3.329 4.080

1 4.2 4. " 0.260 0.892 1.525 2.512 3.383 4.120

"4 4. 4.8481457 & 0.290 0.906 1.561 2.552 3.410 4.150

54 1 1 0.331 0.919 1.608 2.588 3.420 4.189

124 2 1.&1&21"5 5 0.382 0.936 1.659 2.615 3.433 4.224

2&4 & 2 8 0.462 0.971 1.716 2.645 3.455 4.278

&74 7 2.727&281 7 0.530 1.027 1.766 2.672 3.478 4.357

644 1 ".78267"" 6 0.590 1.083 1.803 2.686 3.500 4.420

1744 "4 .&88225 14 0.651 1.134 1.826 2.702 3.509 4.466

"544 54 8.8&6558 11 0.690 1.165 1.860 2.721 3.528 4.486

8244 124 14.6&&1 12 0.725 1.189 1.894 2.738 3.542 4.510

1&&44 2&4 1.&616"" 1" 0.788 1.211 1.933 2.745 3.560 4.521

27744 &74 21.647642 1& 0.818 1.229 1.951 2.749 3.568 4.530

75&44 1&&4 "8.6&8""2 1 0.856 1.253 1.968 2.754 3.583 4.538


66/162

2.5 1.742885 ".2 1.2 4.1 .84 4.1&&

2.7 1.&114" 2."8 & 4.4&" 18.&74 4.4&2

2. 1.657816 2. "." 4.4&8 1".24 4.44

2." 1.1581 2." ".7 4.4" 1".464 4.4&&

2.6 1.768"555 ".5 5.6 4.418 25.7"4 4.416

2.7 2.464&& &."8 ." 4.416 2.444 4.418


67/162


68/162


69/162

2.444 4.24

4.538 4.516

4.538 4.511

4.537 4.509

4.534 4.508

4.532 4.505

4.530 4.501

4.529 4.498

4.526 4.496

4.524 4.493

4.523 4.490

4.518 4.488

4.516 4.487

- -

- -

- -


70/162


71/162


72/162


73/162

0.1 1.0

0.01

0.03

0.05

0.07

0.09

0.11

0.13

0.15

3ambar 7545 3ra6ik Hbngan antara Tekanan dan Koe6isien Konsolidasi

Tekanan Konsolidasi (kg/cm2)

Koe6isien Konsolidasi


74/162



Tanggal Percobaan : Juli !""C

Nama : 'elompok ;

'elompok : ;

+ata Sampel

!iameter : .4 m

%in//i : 6.7 m

Fol,me : 165.264

L,as : 24.4265

*erat %anah *asah : 265 /r

*erat %anah (erin/ : 228.& /r

(adar Air : "4.158 B

*erat Fol,me *asah : 1.47

*erat Fol,me (erin/ : 1.17

LRC : 4.17 k/@di3

Tab$ 1.1. PEMERIKSAAN K9AT TEKAN BEBAS

!eformasi Aksial 9aa dan %e/an/an Aksial

9aa Aksial %e/an/an Aksial

4.44 4.444 4 4.444 24.4"4 4.444

4.4 4.14 &. 4.7"" 24.1"2 4.4&1

1.44 1.424 7 1.&74 24.2"5 4.48"

1.4 1."1 11 2.4" 24."&1 4.144

2.44 2.4&1 1& 2.64 24.&&8 4.128

2.4 2.1 15 2.654 24.& 4.1&&

".44 ".451 24 ".844 24.552 4.186

".4 ".81 22 &.484 24.881 4.165

&.44 &.472 28 &.66 24.772 4.2"6

&.4 &.62 26. .&7 24.66& 4.254

.44 .142 "4. .5&" 21.145 4.258.4 .512 "2. 5.41" 21.221 4.27"

5.44 5.122 "" 5.14 21.""5 4.275

5.4 5.5"" "&. 5."7" 21.&2 4.267

8.44 8.1&" " 5.&8 21.84 4."44

8.4 8.5" "5. 5.8" 21.564 4."11

7.44 7.15" "8 5.7& 21.714 4."1&

7.4 7.58" &. 7.&17 21.6"2 4."7&

6.44 6.17& 4 6.24 22.4 4.&16

m"

m2

/r@m"

/r@m"

+em0aaan!eformasi

h DmmE

Re/an/anAksial

?h@h DBE

+em0aaan*e0anDdi3E

9aa Aksial+

Dk/E

(oreksi L,as

A?A4@D1h@hE

Dm2E

%e/an/an

?+@ADk/@m2E


75/162


76/162

.ubungan antara konsisitensi tanah ,engan kekuatan tanah lempung

,ari Test Uncon/ine, ompression

'onsistensi4u

)an/at L,nak 4 4.2

L,nak 4.2 4.

Menen/ah 4. 1.&7

(ak, 1 2

)an/at (ak, 2 &

(eras P &

+ersamaan /aris re/resi

? 4.4485 QNAM 4.1&8" G 4.47&6

' ? 4.412 G < 4.1&8"

4 ? 4.412 G < 4.1&8"

G ? 6.561

S, ? 4.2&4 ? 4.21544

termas,k konsisitensi menen/ah

ton 0/t!

k/@m2 ton @ft2

HBCcm?BCcm

8ambar Retakan


77/162

NO X Y XT2 XT" XT& XT XT5

1 4 4 4 4 4 4 4

2 4.1424&1 4.4&1"1"6" 4.254"472 4.1"2714"1 4.458854"51 4.4"&8151" 4.4185"7871

" 1.424&472 4.48"1"56&6 1.4&12"27 1.452&72&8 1.47&1587&8 1.1452615181 1.127757668

& 1."45122 4.1444&&&26 2."&288"7 ".7787"" .&7776272 7.&446416582 12.772"&161

2.4&4715" 4.12555655& &.15&6"1" 7.&66768 18."&5528 ".&41""18&5& 82.2&851746

5 2.1424& 4.1&&4112""2 5.48841 15.5412775 &2."4226552 147.4"52648" 28.542872&8

8 ".45122& 4.18648165 6."8146& 27.5784258 78.718&275"& 257.7277526&6 722.6&&6772&

7 ".81&275 4.166&167 12.8142 &."6"6 152.562527482 71.4&14425 248.151482"&

6 &.4715"28 4.2"624164&& 15.5682 58.667787 288.&5&&4762 11"2.7&25176 &52".7&8&1187

14 &.617"58 4.26654457 21.47&65 65.71781 &&&.88"2142 24&1.&1618742 6"8".75"82

11 .1424&47 4.258""&6777 25.4"472 1"2.714"46 588.54"51&6 "&8.151"4""5 185"7.87487&

12 .5122&&6 4.27""""516 "1.&6826" 185.88421 662.486&""6" 58.8627457 "12&8.7184161

1" 5.122&&6 4.2751"8425 "8.&7&"72 226.&6521" 1&4.4877842 7542.2"51&"7 2557.1162&7

1& 5.5"25"1 4.26818681 &".662478 261.87&2&7 16"."4"57511 127"5.1686171 71"7.4&8&16

1 8.1&2781 4."44174&727 1.424&47 "5&.&"1&78 254".4724&61 176".&&"2472 1"2714."475"

15 8.5"4512 4."11"2""12 7.56"&5 &&7.2"&862 "&"4."57"4"25 2522.7175&8& 24461&.&27&2&

18 7.15"25" 4."1"7&5&842 55.5"76 &".66142& &&&4.8&"4&28 "524.65"847" 26625.2"&"&

17 7.58"&56& 4."7"7421778 8.226481 52.&684&5 56.&1"1558 &6475.8&58581 &282."6&26

87.45122& ".742758"128 &5&.541 "147.651 22172.5&18676 15&72&.85"152 126"".66&25

17 87.45122&&6 &5&.541 "147.651 22172.5&18676 15&72&.85"152 126"".66&25

87.45122& &5&.541&88 "147.65 22172.5&17 15&72&.85"152 126"".66&25 6716652.8"17&5&.541 "147.651&8 22172.5&2 15&72&.85" 126"".66&25 6716652.8"17 88855524.&46

"147.65 22172.5&1866 15&72&.85 126"& 6716652.8"17 88855524.&46 52""71262.266

22172.5&2 15&72&.85"15 126"& 6716652.8" 88855524.&46 52""71262.266 4&515&684.18

15&72&.85 126"".66&" 671665" 88855524 52""71262.266 4&515&684.18 &1188148&2&

126"& 6716652.8"15 88855524 52""71262 4&515&684.18 &1188148&2& ""72556&264

4.6&"7477 2."2765"778 1.771"&8 4.57764"2 4.1251"2746 4.411251552 4.444"64&4&"

2."2765& 12.775"""776 1".8&46 .7"2576 1.184422"26 4.111161277 4.44&4""&&8

1.771"&8 1".8&472 15.1"8"6 8.2177"& 1.&667&"2 4.1&51"11&" 4.44&447"87

4.57764" .7"2576&67 8.2177" ".""7&58" 4.846765"745 4.484"8471&7 4.4425"81&14.1251"27 1.184422"" 1.&667&"2 4.846765& 4.1""87688 4.41&24241 4.4447"6"

4.411252 4.111161277 4.1&51" 4.484"8471 4.41&24241 4.4415&87&1 .6824544

4.444"64& 4.44&4""&&8 4.44&447 4.4425"8 4.4447"6" .6824544 2.261&445

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

87.45122& &5&.541&88 "147.65 22172.5&17 15&72&.85"152 126"".66&25 6716652.8"17

&5&.541 "147.651&8 22172.5&2 15&72&.85" 126"".66&25 6716652.8"17 88855524.&46

jangan tulis yanng


78/162

"147.65 22172.5&1866 15&72&.85 126"& 6716652.8"17 88855524.&46 52""71262.266

22172.5&2 15&72&.85"15 126"& 6716652.8" 88855524.&46 52""71262.266 4&515&684.18

15&72&.85 126"".66&" 671665" 88855524 52""71262.266 4&515&684.18 &1188148&2&

126"& 6716652.8"15 88855524 52""71262 4&515&684.18 &1188148&2& ""72556&264

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 125.116"227 146".7621 7566.62222 5752&."47811 &&2.82&&" &"7&87.827

4 146".762148 14177.211 7&84.&7 5758"".5"6& 516".28&"& &28875.1"45

4 7566.6222167 7&84.&7 822"8.528 67771.1"22 &6267116.2"41 &47561&.2

4 5752&."4781 5758"".5 67771.1& 4&26&24.57 &2425"5.78 "&6&185151.56

4 &&2.82&& 516" &6267116 &2425"5.78 ""5786"6." 265&276&""

4 &"7&87.827 &28875 &47561& "&6&185151.56 265&276&"" 2418"5456

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 146".762148 14177.211 7&84.&7 5758"".5"6& 516".28&"& &28875.1"45

4 7566.6222167 7&84.&7 822"8.528 67771.1"22 &6267116.2"41 &47561&.2

4 5752&."4781 5758"".5 67771.1& 4&26&24.57 &2425"5.78 "&6&185151.56

4 &&2.82&& 516" &6267116 &2425"5.78 ""5786"6." 265&276&""

4 &"7&87.827 &28875 &47561& "&6&185151.56 265&276&"" 2418"5456

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 844."811 6111.6846 6124.865161 7&24"1.774176 8&&5.522"

4 4 6111.6846 1222&4.&25 12&8&5.4682 118""654.&7"2 1421485&.76"

4 4 6124.865 12&8&5.1 1"476188.564& 12"622&7. 112252&477.254 4 7&24"1.77 118""654 12"622&7. 1175264".77 14725&""815

4 4 8&&55 1421485 112252&477.25 14725&""815 66"&"52"

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 6111.6846 1222&4.&25 12&8&5.4682 118""654.&7"2 1421485&.76"

4 4 6124.865 12&8&5.1 1"476188.564& 12"622&7. 112252&477.25

4 4 7&24"1.77 118""654 12"622&7. 1175264".77 14725&""815

4 4 8&&55 1421485 112252&477.25 14725&""815 66"&"52"

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 "561.72&6 5&4&1.751"142 8876".7875&7 722&18".&6771

4 4 4 5&4&1.751" 112682"."8812 1"616656.""&1 1&7&7645.5&

4 4 4 8876".786 1"616656.""&1 18"27""25.6&7 175"66851


79/162

4 4 4 722&18". 1&7&7645.5& 175"66851 2417647228

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 5&4&1.751" 112682"."8812 1"616656.""&1 1&7&7645.5&

4 4 4 8876".786 1"616656.""&1 18"27""25.6&7 175"66851

4 4 4 722&18". 1&7&7645.5& 175"66851 2417647228

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1786".1266426 &484&.462272 72&722.&6116

4 4 4 4 &484&.46227" 762727.&5272 127845"&.66

4 4 4 4 72&722.&6116 127845"&.66 1757"28571.""

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1 21.57"58"&56& "46.6&&2&581

4 4 4 4 &484&.46227" 762727.&5272 127845"&.66

4 4 4 4 72&722.&6116 127845"&.66 1757"28571.""

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1 21.57"58"&56& "46.6&&2&581

4 4 4 4 4 62"&2.877""1 2&42868.4&"1&

4 4 4 4 4 2&42868.4&"2 5268&52.4&25

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."821474 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1 21.57"58"&56& "46.6&&2&581

4 4 4 4 4 1 25.424&47154"

4 4 4 4 4 2&42868.4&"2 5268&52.4&25

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622


80/162

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1 21.57"58"&56& "46.6&&2&581

4 4 4 4 4 1 25.424&47154"

4 4 4 4 4 4 &"842.22157

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 5665&.1148622

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 "&7."82147

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 145&".75"2

4 4 4 1 18."&56"788 214.66&2515 2228.581858

4 4 4 4 1 21.57"58"&56& "46.6&&2&581

4 4 4 4 4 1 25.424&47154"

4 4 4 4 4 4 1

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 615.6"127586 4

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 &"18.8866745 4

4 4 1 1".41424&1 1"4.58&817758 1242.25"1778 4

4 4 4 1 18."&56"788 214.66&2515 4

4 4 4 4 1 21.57"58"&56& 4

4 4 4 4 4 1 4

4 4 4 4 4 4 1

1 &.""58"&56"6 2.71"768 182.816745 12"2."576777" 4 4

4 1 7.58"&56& 57.67158&" &&.12"7"&&8 4 4

4 4 1 1".41424&1 1"4.58&817758 4 44 4 4 1 18."&56"788 4 4

4 4 4 4 1 4 4

4 4 4 4 4 1 4

4 4 4 4 4 4 1

1 &.""58"&56"6 2.71"768 182.816745 4 4 4

4 1 7.58"&56& 57.67158&" 4 4 4

4 4 1 1".41424&1 4 4 4

4 4 4 1 4 4 4

4 4 4 4 1 4 44 4 4 4 4 1 4

4 4 4 4 4 4 1

1 &.""58"&56"6 2.71"768 4 4 4 4

4 1 7.58"&56& 4 4 4 4

4 4 1 4 4 4 4

4 4 4 1 4 4 4


81/162

4 4 4 4 1 4 4

4 4 4 4 4 1 4

4 4 4 4 4 4 1

1 &.""58"&56"6 4 4 4 4 4

4 1 4 4 4 4 4

4 4 1 4 4 4 4

4 4 4 1 4 4 4

4 4 4 4 1 4 4

4 4 4 4 4 1 4

4 4 4 4 4 4 1

1 4 4 4 4 4 4

4 1 4 4 4 4 4

4 4 1 4 4 4 4

4 4 4 1 4 4 4

4 4 4 4 1 4 4

4 4 4 4 4 1 4

4 4 4 4 4 4 1

A

*

C

!

9

!iperoleh persamaan re/resi :

5

Y ? &."&51445 G5 < &.658742445 G k%[email protected] G lnDh1@hfE m@det 4.441&6"

m@det 4.4412"7

1? 4.726

? 1

L,as poton/an melintan/ 0,ret Da?1@&d2E m2

L,as poton/an melintan/ sampel DA?1@&!2E m2

oC

Dm"E

L,as poton/an melintan/ 0,ret Da?1@&d2E m2

L,as poton/an melintan/ sampel DA?1@&!2E m2

oC

(oreksi 3ikositas D%@24E

(oefisien permea0ilitas standar> k24 Dk%D%@24EE

,nt,k temperat,r 27oC

%

24


119/162



Tanggal Percobaan : #E-Apr-#!

Nama : *lok Tri Utami

'elompok : ;

Tabel #!)#) '&MPA'S

7erat tanah gram 2444 2444 2444 2444

'a,ar air mula-mula 3 24.58 24.58 24.58 24.58

Penambahan air ml &"4 &4 &84 &64

'a,ar air akhir 3 &".24 &&.24 &.24 &5.24

erat si asa& (8et densit


120/162

G? &5.61 B ? 1.171 /r@m"

#adi> kadar air optim,m diapai pada saat &5.61 B dan 0erat isi kerin/ 1>171 /r@m"


121/162

2444

24.58

14

&8.24

1874

"&2

15&

6&&

1.8&"

A *

"5.2 "2.8

27 2&

7.2 7.87.5 6

16.& 1

&2.28 7.44

4.1"&

15& 1545

4.1"& &5."17

146.577 1468.

6&& 6&&

1.151 1.1525

1.15" 1.217


122/162


123/162

&2 &" && & &5 &8 &7

1.14

1.1

1.24

1.2

1."4

fDGE ? 4.41&862&&"1G < 1.64"242548

fDGE ? 4.4424"82GT2 < 4.2"4"&18G &.""47468782

Gambar 12.1 Grak b!ga! Ka"ar A#r "$!

Ka"ar A#r ()

B$ra I%# K$r#!g (gr/cm*)

dr ? 1>171 /r@m"


124/162

&6 4 1

a! B$ra I%# K$r#!g


125/162

No. y

1 &2.55" 1.126 1724.182 1.28& 885&.788 ""1"428.42

2 &&."8 1.171 1658.16 1."65 78282.842 "7811"1.28&

" &5.47 1.18 212".72" 1."74 68785.287 &1452".5&7

& &7."4 1.157 2""8.82 1."5" 11"4"4.667 &5472.78"

4.1"& 1.151 21".&24 1."&8 125448.71 5"18274.21&

-,m 2"1.76 .71" 14852.575 5.854 417&2.848 2"&881&.451

.444 2"1.76 14852.575 .71"2"1.76 14852.575 417&2.848 256.""&

14852.575 417&2.848 2"&881&.451 1224.&4&

2742.51& 12"4.84 1".2&2 .71"

12"4.84 ".182 4.82 256.""&

1".2&2 4.82 4.445 1224.&4&

&.""471

4.2"4"

4.4421

-adi persamaan re/resi

2

? 4.4421 < 4.2"4" X =et

?;=et

@Fmo,ld

E /ram@m"

. *erat Isi (erin/>dr?dr@D1


132/162

9am0ar 1".1. 9rafik H,0,n/an +en,r,nan *e0an

Perhitungan 7R

7R 132

4.1 22&.21 8.&8

4.2 258.557 .6

Nilai C*R ratarata : 5.81 B

Catatan V

$nt,k pen,r,nan 1 inhi > C*R ? *e0an @ D"G1444E

$nt,k pen,r,nan 2 inhi > C*R ? *e0an @ D"G144E

PenurunanB

1inchi2

7ebanB

y 6 #=CB Ln12 5 $!$BE

1lbs2

4.444 4.144 4.244 4."44 4.&44 4.44 4.544 4.844

4

144

244

"44

&44

44

544

fDGE ? 52.56442"86& lnDGE < "57.5&1472122

Penurunan 1inchi2

7eban 1lbs2


133/162

C*R 54 G

No. y ln DGE y

1 4.41" 22.7 &."&" 17.7544 66.4167

2 4.42 "&.2 ".576 1".5487 125.168

" 4.4 8 2.665 7.68&& 184.858& 4.48 86.7 2.64 5.846 245.84""

4.1 142.5 2."4" ."416 2"5.2&2

5 4.1 1"5.7 1.768 ".661 26.25

8 4.2 16.5 1.546 2.64" 25.755"

7 4." 16".7 1.24& 1.&&65 2""."266

6 4.& 24.2 4.615 4.7"65 177.4226

14 4. 222." 4.56" 4.&74 1&.4755

-,m 1.71" 121&.1 22.2&4 52.&12 16"4.81"

0 ?n . D G E G .

n .

0 ? 14 16"4.81" 28441.78"762

14 52.&12 &6&.5272

0 ? 856&.8&81

126.&681

0 ? 6.&242

a ? ' 0 G'

' ? @ n ? 121.&14

G' ? G @ n ? 2.22&

a ? 121.&14 1"2.12

a ? 2".52

? 0 ln DGE < a

? 6.&242ln D G E < 2".52

!

D G2E D G E2


134/162

C*R 2 G

No. y ln DGE y

1 4.41" 4 &."&" 17.7544 4

2 4.42 27. ".576 1".5487 14.1""1

" 4.4 &.5 2.665 7.68&& 1"5.54&& 4.48 57.& 2.64 5.846 188.18&"

4.1 7. 2."4" ."416 165.781

5 4.1 11& 1.768 ".661 215.2818

8 4.2 1"5.7 1.546 2.64" 224.1811

7 4." 181 1.24& 1.&&65 24.786"

6 4.& 172.& 4.615 4.7"65 158.1"1&

14 4. 166. 4.56" 4.&74 1"7.2726

-,m 1.71" 14"1.8 22.2&4 52.&12 15".2

0 ?n . D G E G .

n .

0 ? 14 15".2 226&.2

14 52.&12 &6&.5272

0 ? 8"14.4225"&85

126.&681&8552&

0 ? 5.&&62""812

a ? ' 0 G'

' ? @ n ? 14".184

G' ? G @ n ? 2.22&

a ? 14".184 12.&

a ? 227.81

? 0 ln DGE < a

? 5.&&62ln D G E < 227.81

!

D G2E D G E2


135/162

C*R 14 G

No. y ln DGE y

1 4.41" 61.2 &."&" 17.7544 "65.45"6

2 4.42 1&2. ".576 1".5487 2.55"

" 4.4 16".7 2.665 7.68&& 74.826& 4.48 24.2 2.64 5.846 "1.227

4.1 215.5 2."4" ."416 &67.8"66

5 4.1 2"6.& 1.768 ".661 &&.184

8 4.2 258.6 1.546 2.64" &"1.157&

7 4." 264.8 1.24& 1.&&65 "&6.66&6

6 4.& "1". 4.615 4.7"65 278.281

14 4. ""4.5 4.56" 4.&74 226.1&

-,m 1.71" 2261.& 22.2&4 52.&12 &27&."1

0 ?n . D G E G .

n .

0 ? 14 &27&."1 4651.27

14 52.&12 &6&.5272

0 ? 7117.186257285126.&681&8552&

0 ? 52.56442"86&

a ? ' 0 G'

' ? @ n ? 226.1&4

G' ? G @ n ? 2.22&

a ? 226.1&4 1"6.&2&

a ? "57.5&

?0 ln DGE < a

? 52.56442 ln D G E < "57.5&

!

D G2E D G E2


136/162



Tanggal Percobaan : Juli !""C


'elompok : ;

Tabel #?)#) P*M*R'SAAN 8*S*R LAN8SUN8

(edalaman )ampel : 1 m

!imensi )ampel : 5." m

(ali0rasi +ro3in/ Rin/ : 4."6 k/@di3

%in//i )ampel : 2.1 m

L,as )ampel : "1.158

8aya Normal #" kg !" kg =" kg

Tegangan Normal ")=!# ")$?! ")C$=

4 4 4 4 4 4 4 4 4 4

4 1 .7 4.1787 1" .48 4.1528 12 &.57 4.142

144 24 8.74 4.24" 2" 7.68 4.2786 18 5.5" 4.2127

14 2" 7.68 4.2786 "1 12.46 4."774 2" 7.68 4.2786

244 27 14.62 4."4 &1 1.66 4.1"2 "7 1&.72 4.&88

24 "1 12.46 4."774 &" 15.88 4."72 & 18. 4.5""

"44 "" 12.78 4.&1"1 &5 18.6& 4.87 " 24.58 4.55"&

"4 26 11."1 4."5"4 & 21.45 4.586 21.& 4.577

&44 2& 6."5 4."44& 5" 2&.8 4.8775 54 2".& 4.814

&4 58 25.1" 4.7"78 5" 2&.8 4.8775

44 52 2&.17 4.8851 58 25.1" 4.7"78

4 8 22.2" 4.81" 84 28." 4.7852

544 55 2.8& 4.7251

54 51 2".86 4.85"5

844

84

744

m2

P#6 P

!6 P

=6

# 6 kg0cm! ! 6 kg0cm! = 6 kg0cm!

Perpin,ahan

8eser1mm2

Pembacaan1,i92

8aya

8eser1kg2

Tegangan

8eser1kg0cm!2

Pembacaan1,i92

8aya

8eser1kg2

Tegangan

8eser1kg0cm!2

Pembacaan1,i92

8aya

8eser1kg2

Tegangan

8eser1kg0cm!2


137/162

Tabel) TRA(AL &MPR*SS&N T*ST R*SULT

PR&J*T : Praktikum Laboratorium Mekanika Tanah

L&AT&N : Laboratorium Mekanika Tanah Jurusan Teknik Sipil FT Unhas

T*ST*+ 7% : '*L&MP&' ;

+AT* : "# Mei !"#!

1. +ata Tanah

No. $raian )ampel 1 )ampel 2

1 !iameter ontoh tanah D m E

2 %in//i ontoh tanah D m E 14 14

" 16.5" 16.5"

& 165."&6 165."&6

*erat ontoh tanah D /ram E "&4 "&4

5 1.8" 1.8"

8 1.4 2.4

7 (adar air tanah D B E &8.16 ".&"

6 )ketsa (er,nt,han )al,ran

14 *erat setelah di,-i D /ram E 2"1 221.5

11 (adar air setelah di ,-i D B E "7.77 &&.18

2. 'a,ar Air

a. )e0el,m pen/,-ian

No. Yan/ ditim0an/Massa D /ram E

I II

1 *erat Ca=an (oson/ D /ram E 4 4

2 *erat Ca=an (oson/ < tanah 0asah D /ram E "&4 "&4

" *erat Ca=an (oson/ < tanah kerin/ D /ram E 2"1 221.5

& (adar Air D B E &8.16 ".&"

(adar air rata rata D B E 4."1

0. )etelah pen/,-ian

No. Yan/ ditim0an/Massa D /ram E

I II

1 *erat Ca=an (oson/ D /ram E 4 4

2 *erat Ca=an (oson/ < tanah 0asah D /ram E "8&.8 "&.7

" *erat Ca=an (oson/ < tanah kerin/ D /ram E 256.7 2&5.1

& (adar Air D B E "7.77 &&.18

(adar air rata rata D B E &1.2

L,as tanah a=al D m2E

Fol,me ontoh %anah D m"E

*erat Fol,me tanah D /ram@m"E

%ekanan sel D k/@m2E


138/162

TRA(AL &MPR*SS&N T*ST R*SULT

UN&NS&L+AT*+ UN+RAN*+ 1 UU 2



Tanggal Percobaan : "# Mei !"#!


'elompok : ;

9rafik H,0,n/an %e/an/an !e3iator dan +iee No.

Re/an/an H D m E

! D m E

;a

;t ontainer D ,p E

;t of C,p < ;et so

;t of C,p < !r soi

;ater Content B

A3era/e =ater onte

W"

W1 W" ? +@A

W1 ?!F < W"

D W1 < W" E@2

D W1 W" E@2 An/le of )hearin/ resiste

Lin/karan Mohr

A D m"E

F D m"E

=tD /ram E

0 /ram@m"

d /ram@m"

Apperen ohesion D k/@m

0.000 0.030 0.060 0.090 0.120

-0.5

0

0.5

1

1.5

2

2.5

"() - 8526468.439848496 + 3396158.967097625 - 514771.0070066244 + 35465.10878313913 - 1097.81349351182 + 29.5974023504 + 0.0290142853

"() - 17904764.12120826 + 4119874.326937885 - 273157.3192074484 + 2444.78289029893 - 98.22409670312 + 46.5514398407 + 0.0289767766

!train ( 1 )

Tegangan , t (kg/cm2)

!&ear !tress , t (kg/cm2)


139/162

#ormal stress ( kg/cm2 )


140/162

$-i 2 $-i "

2 "

14

16.5"

165."4

"&4

nt

4 4

"&4 "&4

2"1 221.5

&8.16 ".&"

4."1

1.8"

1.1"

2

2.154

&.154

".474 1."&26?

1.474 QQ 4."&26

1 1.8"81 4.8"81 ".418"86"&&25767 1.274"16

2 ".4866 1.4866 6.&7768611&5& "."25451

&.7184 1.7184 12.4"2882687"54 QQQ

2 &.7184 1.

&.7184 12.4"2882687"54 &.545"868262

5.6""586 2.58124&5&8

2.5812 1.14646871

4.26"

4.2"2

0.000 0.020 0.040 0.060 0.080 0.100 0.120

0

0.5

1

1.5

2

2.5

"() - 31767.74724424214 + 7903.14319009843 - 897.94441710552 + 63.2922259389 - 0

!train ( 1 )

Tegangan , t (kg/cm2)


141/162


142/162

4606


143/162


144/162

Tabel #)# TRA(AL &MPR*SS&N T*ST R*SULT



Tanggal Percobaan : "# Mei !"#!


'elompok : ;

!iameter : m ff . O. *. +ress,re : 165."&6

)ample Area : 16.5" Cell +ress,re : 1)ample hei/ht : 14 m %pe of %est :

+ro3in/ Rin/ : ail,re Mode : 16.5"&6&

Cali0ration : 1."2

)train Rate : mm@min,te

)ampel 1

Time1minute2

e/orm

ation+ial

StrainJ132

+ialLoa,Pro9ingRing

+e9iatorLoa,

+e9iatorStress

:ellPessure

4.44 4.444 4.444 4 4 4 4 4.4 4.44 16.8"& " ".65 4.241 1.44 1.44 4.414 16.7"" & .27 4.255 1.44 1.4 4.41 16.6"& &. .6& 4.267 1.44 2.44 4.424 24.4"5 . 8.25 4."52 1.44 2.4 4.42 24.1"7 8 6.2& 4.&6 1.44 ".44 4.4"4 24.2&2 7. 11.22 4.& 1.44 ".4 4.4" 24."&8 14 1".24 4.5&6 1.44

&.44 4.4&4 24.&" 11.2 1&.87 4.82" 1.44 &.4 4.4& 24.54 12.8 15.85 4.71 1.44 .44 4.44 24.557 1& 17.&7 4.76& 1.44

.4 4.4 24.887 15 21.12 1.415 1.44 5.44 4.454 24.777 18 22.&& 1.48& 1.44 5.4 4.45 21.444 17. 2&.&2 1.15" 1.44 8.44 4.484 21.11" 24 25.&4 1.24 1.44 8.4 4.48 21.228 21 28.82 1."45 1.44 7.44 4.474 21."&2 21. 27."7 1.""4 1.44 7.4 4.47 21.&6 22 26.4& 1."" 1.44 6.44 4.464 21.88 22. 26.84 1."85 1.44 6.4 4.46 21.565 2" "4."5 1."66 1.44 14.44 4.144 21.718 2& "1.57 1.&2 1.44 14.4 4.14 21.6"7 2&. "2."& 1.&8& 1.44 11.44 4.114 22.452 2& "1.57 1.&"5 1.44 11.4 4.11 22.175 2". "1.42 1."67 1.44

12.44 4.124 22."12 2" "4."5 1."51 1.44 12.4 4.12 22.&&4 22 26.4& 1.26& 1.44 1".44 4.1"4 22.56 16 2.47 1.111 1.44 1".4 4.1" 22.566 18 22.&& 4.676 1.44

Makassar>

Men/etah,i !iperiksa oleh

)ekretaris La0oratori,m Mekanika %anah Asisten La0oratori,m Mekan

m2

(/@14&

L1mm2

:o

rrete,Area1cm!2

Pore

Pressureu1'g0cm!2


145/162

+R) TR .ARANT&B ST) MT) 1 A'.MA+ '.LAS >

Nip) #=! !C !=!

!iameter : m ff . O. *. +ress,re : 165."&6

)ample Area : 16.5" Cell +ress,re : 2

)ample hei/ht : 14 m %pe of %est :

+ro3in/ Rin/ : ail,re Mode :

Cali0ration : 1."2

)train Rate : mm@min,te

)ampel 2

Time1min

ute2

+e/ormation+ial

Strain

:orrete,Area

+ialLoa,Pro9ingRing

+e9iatorLoa,

+e9iatorS

tress

:ellPess

ure

PorePressure

u1'g2

4.44 4.444 4.444 4 4 4 4

4.4 4.44 16.8"& 5.54 4.""& 2.44

1.44 4.414 16.7"" 8 6.2& 4.&55 2.44

1.4 4.41 16.6"& 14 1".24 4.552 2.44

2.44 4.424 24.4"5 1" 18.15 4.75 2.44

2.4 4.42 24.1"7 18. 2".14 1.1&8 2.44

".44 4.4"4 24.2&2 24 25.&4 1."4& 2.44

".4 4.4" 24."&8 22 26.4& 1.&28 2.44

&.44 4.4&4 24.&" 2& "1.57 1.&6 2.44

&.4 4.4& 24.54 2 "".44 1.54 2.44

.44 4.44 24.557 25. "&.67 1.562 2.44

.4 4.4 24.887 27 "5.65 1.886 2.44

5.44 4.454 24.777 26 "7.27 1.7"" 2.44

5.4 4.45 21.444 26. "7.6& 1.7& 2.44

8.44 4.484 21.11" "1 &4.62 1.6"7 2.44 8.4 4.48 21.228 "1. &1.7 1.66 2.44

7.44 4.474 21."&2 "2 &2.2& 1.686 2.44

7.4 4.47 21.&6 "" &".5 2.4"4 2.44

6.44 4.464 21.88 "& &&.77 2.474 2.44

6.4 4.46 21.565 ". &5.75 2.154 2.44

14.44 4.144 21.718 " &5.24 2.117 2.44

14.4 4.14 21.6"7 "& &&.77 2.4&5 2.44

11.44 4.114 22.452 "1 &4.62 1.7 2.44

m2

(/@14&

L1mm2


146/162

Makassar>

Men/etah,i !iperiksa oleh

)ekretaris La0oratori,m Mekanika %anah Asisten La0oratori,m Mekan

+R) TR .ARANT&B ST) MT) 1 A'.MA+ '.LAS >

Nip) #=! !C !=!


147/162

$$@C$@C!

4 4.44 4.444

1.241 4.41 4.241

1.255 4.41 4.255

1.267 4.42 4.267

1."52 4.42 4."52

1.&6 4.4" 4.&6

1.& 4.4" 4.&

1.5&6 4.4& 4.5&6

1.82" 4.4& 4.82"

1.71 4.4 4.71

1.76& 4.4 4.76&

2.415 4.45 1.4152.48& 4.45 1.48&

2.15" 4.48 1.15"

2.24 4.48 1.24

2."45 4.47 1."45

2.""4 4.47 1.""4

2."" 4.46 1.""

2."85 4.46 1."85

2."66 4.14 1."66

2.&2 4.14 1.&2

2.&8& 4.11 1.&8&

2.&"5 4.11 1.&"5

2."67 4.12 1."67

2."51 4.12 1."512.26& 4.1" 1.26&

2.111 4.1" 1.111

1.676 4.1& 4.6764.44 4.444

4.44 4.444

4.44 4.444

4.44 4.444

4.44 4.444

2446

ika %anah

m"

k/@m2

K#

0.00 0.02 0. .

0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

f(x) = - 10280.356304


148/162

RS2

$$

K

4

2.""&

2.&55

2.552

2.75

".1&8

"."4&

".&28

".&6

".54

".562

".886

".7""

".7&

".6"7".66

".686

&.4"4

&.474

&.154

&.117

&.4&5

".7

m"

k/@m2


149/162

2446

ika %anah

RS2


150/162

. . 4 0.06 0.08 0.10 0.12 0.14 0.16

. 429x 4 + 1334.6220417684x 3 - 89.4653316568x 2 + 20.3278403083x + 0.0132369814

,$u"n &E


151/162


152/162


153/162


154/162

n, x x2 x3 x4 x5

1 0.00 0 0.00 0.00 0.00 0.00

2 0.01 0.2006727382 0.00 0.00 0.00 0.00

3 0.01 0.2662191099 0.00 0.00 0.00 0.00

4 0.02 0.2979838901 0.00 0.00 0.00 0.00

5 0.02 0.3623537885 0.00 0.00 0.00 0.00

6 0.03 0.4588246023 0.00 0.00 0.00 0.00

7 0.03 0.5542870104 0.00 0.00 0.00 0.00

8 0.04 0.6487410128 0.00 0.00 0.00 0.00

9 0.04 0.7228252197 0.00 0.00 0.00 0.00

10 0.05 0.8153632512 0.00 0.00 0.00 0.00

11 0.05 0.8941197379 0.00 0.00 0.00 0.00

12 0.06 1.0164729652 0.00 0.00 0.00 0.00

13 0.06 1.0742882264 0.00 0.00 0.00 0.00

14 0.07 1.1628598621 0.00 0.00 0.00 0.00

15 0.07 1.2504230921 0.00 0.00 0.00 0.00

16 0.08 1.3058854067 0.01 0.00 0.00 0.00

17 0.08 1.3297510087 0.01 0.00 0.00 0.00

18 0.09 1.3532804755 0.01 0.00 0.00 0.00

19 0.09 1.376473807 0.01 0.00 0.00 0.00

20 0.10 1.3993310033 0.01 0.00 0.00 0.00

21 0.10 1.452104236 0.01 0.00 0.00 0.00

22 0.11 1.4741210942 0.01 0.00 0.00 0.00

23 0.11 1.4359697445 0.01 0.00 0.00 0.00

24 0.12 1.39815453 0.01 0.00 0.00 0.00

25 0.12 1.3606754508 0.01 0.00 0.00 0.00

26 0.13 1.2941206733 0.02 0.00 0.00 0.00

27 0.13 1.1112631028 0.02 0.00 0.00 0.00

28 0.14 0.9885737403 0.02 0.00 0.00 0.00

29 0.00 0 0.00 0.00 0.00 0.00

30 0.00 0 0.00 0.00 0.00 0.00

31 0.00 0 0.00 0.00 0.00 0.00

32 0.00 0 0.00 0.00 0.00 0.00

33 0.00 0 0.00 0.00 0.00 0.00

1.89 27.01 0.17 0.02 0.00 0.00

33 1.89 0.17 0.0178605 0.0019637888 & 27.01

1.89 0.17 0.02 0.0019637888 0.0019637888 B 2.26

0.17 0.02 0.00 0.0019637888 0.0002248935 0.22

0.02 0.00 0.00 0.0002248935 2.648777484E-005 0.02

0.00 0.00 0.00 0.00 0.00 E 0.00

0.0312833924 0.00 0.049159314 0.7837959255 -31.6818494127 & 0.8034606187


155/162


156/162

0.00 0.00 1.00 20.68 -0.14 -130.92

0 0 0 1 -0.0065446464 -6.3041434239

0 0 0 0.0002361964 -5.121280635E-005 E -0.0208856376

1.00 0.06 0.01 0.00 0.00 & 0.82

0.00 1.00 0.12 0.01 0.03 B 10.94

0.00 0.00 1.00 20.68 -0.14 -130.92

0.00 0.00 0.00 1.00 -0.01 -6.30

0 0 0 0 -0.000049667 E -0.0193966214

1.00 0.06 0.01 0.00 0.00 & 0.82

0.00 1.00 0.12 0.01 0.03 B 10.94

0.00 0.00 1.00 20.68 -0.14 -130.92

0.00 0.00 0.00 1.00 -0.01 -6.30

0 0 0 0 1 E 390.53350445

1 0.057272727 0.00525 0.0005412273 0 & 0.7950973781

0 1 0.1221145374 0.0144738987 0 B -0.1816465102

0 0 1 20.6774925717 0 -78.055662922

0 0 0 1 0 -3.7482397276

0 0 0 0 1 E 390.53350445

1 0.057272727 0.00525 0 0 & 0.7971260277

0 1 0.1221145374 0 0 B -0.1273948681

0 0 1 0 0 -0.5514637978

0 0 0 1 0 -3.7482397276

0 0 0 0 1 E 390.53350445

1 0.057272727 0 0 0 & 0.8000212126

0 1 0 0 0 B -0.0600531216

0 0 1 0 0 -0.5514637978

0 0 0 1 0 -3.7482397276

0 0 0 0 1 E 390.53350445

1 0 0 0 0 & 0.8034606187

0 1 0 0 0 B -0.0600531216

0 0 1 0 0 -0.5514637978

0 0 0 1 0 -3.7482397276

0 0 0 0 1 E 390.53350445

/)E*E )E!&(&&'

= 390.5335044 4 + -3.7482397276 3 + -0.5514638 2 +


157/162


158/162


159/162


160/162


161/162


162/162

lab mektan kelompok x

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