Data Pratikum 11a

8/18/2019 Data Pratikum 11a

1/97

No. Tanggal Uraian Tanda Tangan


2/97

No. Kegiatan Paraf Asisten

Praktikum Geologi Teknik

1. Mineral

2. Batuan Beku

3. Batuan Sedimen

4. Batuan Metamorf

. Profil Tana!

Praktikum Mekanika Tana! 1

". Pemeriksaan Kekuatan Tana! dengan Sondir #$PT%

&. Pengam'ilan $onto! Tana!

(. Bor Tangan

). Pemeriksaan Kadar Air

1*. Per+o'aan Berat ,olume Basa! dan Kering

11. Per+o'aann Berat -enis Tana!

12. Analisa Saringan

13. Analisa /drometer

14. Per+o'aan Batas +air

1. Per+o'aan Batas Plastis

1". Per+o'aan Batas Susut

1&. Per+o'aan Kekuatan Tekan Be'as

1(. Per+o'aan Kekuatan Geser 0angsung

1). Triaial $omression Test #UU%

2*. $onstant ead


3/97

No. $aan Satuan umus 1 2

1 gram 4 4

2 gram 56.9 49.1

3 gram 39.4 35

4 Berat Air (Wa) gram 17.5 14.1

Berat Tanah Kering (Wt) gram 35.4 31

" Kadar Air (W) % (Wa/Wt) x 100% 49.435 45.484

& ata!rata Kadar Air % 47.040

No. $aan Satuan umus 1 2

1 gram

2 gram

3 gram

4 Berat Air (Wa) gram

Berat Tanah Kering (Wt) gram

" Kadar Air (W) % (Wa/Wt) x 100%

& ata!rata Kadar Air %

Berat "a#an (W1)

Berat "a#an $ Tanah Baah (W&)

Berat "a#an $ Tanah Kering (W3)

(W&!W

3)

(W3!W

1)

Berat "a#an (W1)

Berat "a#an $ Tanah Baah (W&)

Berat "a#an $ Tanah Kering (W3)

(W&!W

3)

(W3!W

1)


4/97

3 No. $aan Kadar Air

4 1 49.435

47.04050.& & 45.484

35.6 3 46.&03

14.6

31.6

46.&03

3

Kadar Airata5ata


5/97

Batas Plastis

Nomor $aan 1 2 3

Berat "a#an (gram) 8.3 4 8.&

Berat "a#an $ Tanah Baah (gram) 15.& 9.9 14.&

Berat "a#an $ Tanah Kering (gram) 13.1 8.& 1&.5

Berat Air (gram) &.1 1.7 1.7

Berat Tanah Kering (gram) 4.8 4.& 4.3

Kadar Air (%) 43.750 40.476 39.535

ata5rata 41.24

Batas Plastis

Nomor $aan 1 2 3

Berat "a#an (gram)

Berat "a#an $ Tanah Baah (gram)Berat "a#an $ Tanah Kering (gram)

Berat Air (gram)

Berat Tanah Kering (gram)

Kadar Air (%)

ata!rata


6/97

Batas $air #00%

Ban/akn/a PukulanSatuan

2* 24 2( 32

Nomor $aan 1 2 3 4

Berat "a#an gram 8.3 4 4 4

Berat "a#an $ Tanah Baah gram &9.7 13.9 &6.5 16.4Berat "a#an $ Tanah Kering gram 19.& 9.6 16.8 11.&

Berat Air gram 10.5 4.3 9.7 5.&

Berat Tanah Kering gram 10.9 5.6 1&.8 7.&

Kadar Air % 96.330 76.786 75.781 7&.&&&

ata 5 rata Kadar Air 6 (*.2(*

Batas $air #00%

Ban/akn/a PukulanSatuan

1" 2 2) 3&

Nomor $aan 1 2 3 4

Berat "a#an gram

Berat "a#an $ Tanah Baah gram

Berat "a#an $ Tanah Kering gram

Berat Air gram

Berat Tanah Kering gram

Kadar Air %

ata 5 rata Kadar Air 6


7/97

4 data

' !483* x $ &369&

x &5

' !483* (&5) $ &369

81.4483 %

+, (814483!41&357)

40.19461%

18 20 22 24 26 28 30 32 34

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

f(x) = -48.303379266 ln(x) + 236.9244218543

Grafk Batas Cair (LL)

Banyak Pukulan

Kadar Air (%)

50.

55.

60.

65.

70.

75.

Kadar


8/97

18 20 22 24 26 28 30 32 34

0

0

0

0

0

0f(x) = -48.303379266 ln(x) + 236.9244218543

Grafk Batas Cair (LL)

Banyak Pukulan

ir (%)


9/97

Batas Susut #S0%

No. $etakan Satuan 1 2

Berat "eta-an gr 11.& 11.3

Berat "eta-an $ Tanah Baah gr 56.7 67.6

Berat "eta-an $ Tanah Kering gr 43.8 41.3Berat Tanah Baah gr 45.5 56.3

Berat Air gr 1&.9 &6.3

Berat Tanah Kering gr 3&.6 30

,i Tanah Baah m &5 37.5

,i Tanah Kering m 14.3 &4.5

Kadar Air () % 39.57055 87.66667

6.74847 44.33333

ata 5 rata S0 &5.54090

Batas Susut #S0%

No. $etakan Satuan 1 2

Berat "eta-an gr

Berat "eta-an $ Tanah Baah gr

Berat "eta-an $ Tanah Kering gr

Berat Tanah Baah gr

Berat Air gr

Berat Tanah Kering gr ,i Tanah Baah m

,i Tanah Kering m

Kadar Air () %

ata 5 rata S0


10/97

Mineral Batas +air Batas Plastis Batas SusutMontmorillonite 100 ! 900 50 ! 100 85 ! 15

Nontronite 37 ! 7& 19 ! &7 !

7llite 60 ! 1&0 35 ! 60 15!17

Kaolinite 30 ! 110 &5 ! 40 &5!&9

allo/site ter!idrasi 50 ! 70 47 ! 60

allos/site 35 ! 55 30 ! 45

Attaulgite 160 ! &30 100 ! 1&0

$!lorite 44 ! 47 36 ! 40

Allo!ane &00 ! &50 130 ! 140


11/97

1

Saringan

No.

4 4.75 0 0 0 100

10 & 5&.8 5&.8 11.957 88.043

&0 0.84 118.4 171.& 38.768 61.&3&

40 0.4& 88.& &59.4 58.741 41.&59

50 0.3 96.4 355.8 80.571 19.4&9

80 0.18 8.4 364.& 8&.473 17.5&7

100 0.15 &1.6 385.8 87.364 1&.636

&00 0.075 &4.9 410.7 93.00&7 6.9973

PAN 30.9 441.6 100 0

Saringan

No.

4 4.75

10 &

&0 0.84

40 0.4&

60 0.3

100 0.15

&00 0.075

PAN

Terta!ansaringan#gram%

-umla!Terta!an#gram%

6 -umla!Terta!an

6 0olosSaringan8iameter

#mm%

Terta!an

saringan#gram%

-umla!

Terta!an#gram%

6 -umla!Terta!an

6 0olosSaringan8iameter

#mm%

0.

Finer

1

Finer

0.010.1110

Grafk Pembagian Butiran Tanah

Ukuran Butir (mm)

Finer (%)


12/97

1 0.1 1 100

10

20

30

40

50

60

70

80

90

100


Ukuran Butir (mm)

(%)

0.010.11


Ukuran Butir (mm)

(%)


13/97

8ATA KA07BAS7 0ABU UKU

N9

1 2 3

1 135.6 47 133.8 48 131.5

& 135.8 4& 135.8 4& 13&.5

3 136 41 134.6 41 13&.5

4 136.1 41 134.8 40 131.7

5 136.1 40 133.3 39 13&

6 136.3 39 134.9 37 133.1

7 136.4 38 134.3 40 13&

8 136.5 37 133.6 37 131.9

9 136.5 34 133.6 34 13&

10 136.8 33 133.7 33 13&.&

11 136.8 3& 133.7 33 13&.&

1& 136.7 31 133.9 3& 13&.4

13 136.7 31 133.8 31 13&.4

14 136.7 30 134 30 13&.5

8ATA KA07BAS7 0ABU UKU

N9

A 2 4

1

&

3

4

5

6

7

8

9

10

11

1&

13

Berat 0a'u Ukur :Air #gram%

Temeratur

#C)Berat 0a'u Ukur

: Air #gram%

Temeratur

#C)Berat 0a'u Ukur

: Air #gram%

Berat 0a'u Ukur :Air #gram%

Temeratur#C)

Berat 0a'u Ukur: Air #gram%

Temeratur#C)

Berat 0a'u Ukur: Air #gram%


14/97

8ATA KA07BAS7 0ABU UK

N9

1 2

47 1 148.& 44 145.4

4& & 148.& 40 145.9

41 3 148.4 37 144.3

43 4 148.3 36 145.6

39 5 148.3 34 146.1

38 6 148.7 3& 145.9

36 7 148.4 31.5 146

35 8 148.6 30.5 146.1

35 9 148.6 30

34

33

3&

31

30

8ATA KA07BAS7 0ABU UK

N9

A 2

1

&

3

4

5

6

7

8

9

10

11

1&

13

Temeratur

#C)Berat 0a'u Ukur :Air : Tana! #gram%

Temeratur


Temeratur#C)

Berat 0a'u Ukur :Air : Tana! #gram%

Temeratur#C)



15/97

: TANA

3

43 143.4 45

38 143.7 4&

36 143.7 40

33 144.& 37

30.5 144.1 35

31 144.1 33.5

30 144.& 3&

&9 144.4 30

: TANA

4

Temeratur


Temeratur

#C)

Temeratur#C)


Temeratur#C)


16/97

KA07B

N9 1 2 3 4

Berat 0a'u Ukur : Air #gr% 133.8 135.8 134.6 134.8

48 4& 41 40

KA07B

Temeratur C

20 30 40

132

132.5

133

133.5

134

134.5

135

135.5

136

f(x) = 0.0493495415

KA07BAS7 0ABU UKU

T;MP;ATU #


17/97

S7 0ABU UKU N9. 2

" & (

133.3 134.9 134.3 133.6

39 37 40 37

S7 0ABU UKU N9. 3

50

x + 132.3061633611

No. 2


18/97

0ABU UKU SATUAN

Berat 0a'u Ukur gram

Berat Tana! Kering #=s% gram &0 &0 &0

Berat 0a'u Ukur : Air : Tana! Kering #=1% gram 148.& 148.& 148.4

Su!u #


19/97

Su!u #+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3

gram>+m3


20/97

1

3(.4

&0 &0 &0 &0 &0 &0 Kerikil

148.3 148.3 148.7 148.4 148.6 148.6

36 34 3& 31.5 30.5 30 Pasir

136.4&16 136.5654 136.709& 136.745& 136.8171 136.853

&.46&569 &.4197&6 &.4971&8 &.39660& &.433964 &.4&3361

&.476

2

3.1 Humus

&0 &0 &0 &0 &0

145.6 146.1 145.9 146 146.1 Gambut

33 30.5 31 30 &9

133.9369 133.8137 133.8383 133.789 133.7397

&.398973 &.59&806 &.519431 &.5677&4 &.617904

&.4&1

3

31.2

&0 &0 &0 &0 &0

144.& 144.1 144.1 144.& 144.4

37 35 33.5 3& 30

13&.&05& 13&.&66 13&.3116 13&.357& 13&.418

&.498376 &.44918 &.435579 &.4518&& &.494388

&.430

A

!a"amTanah

a!au"ak#r$a!ik

em%u!$#r$a!ik

em%u!$"ak#r$a!i

k


21/97

2

4

3


22/97

2&65'2&6

2&65'2&6

2&62'2&6

2&5'2&65

2&6'2&5

1&3

1&25'1&0

Berat#enis


23/97


24/97

Titik No. > Kedalaman Satuan 1 4

Tinggi ing +m &.6 &.6

8iameter ing #ta'ung% +m &.& &.&

1. Berat ing gram 18.4 18.5

2. Berat ing : Tana! Basa! gram 36.& 36.63. Berat Tana! Basa! #2%5#1% gram 17.8 18.1

4. ,olume Tana! #,olume ing% 9.878 9.878

. Berat 7si Tana! #3%>#4% 1.80& 1.83&

". Berat ing : Tana! Kering gram &9.6 31.6

&. Berat Tana! Kering #"%5#1% gram 11.& 13.1

(. Berat Air #3%5#&% gram 6.6 5

). Kadar Air #(% >#&% 1**6 6 58.9&9 38.168

1*. ?d #&%>#4% gram>+m3 1.134 1.3&6

11. Berat -enis #Gs% &.44&12. ,olume Tana! Kering #&%>#Gs% 4.586 5.364

13. 7si Pori #4%5#12% 5.&93 4.515

14. 8era@at Ke@enu!an Sr #(%>#13% 1**6 6 1&4.701 110.749

1. Porositas #13%>#4% 1**6 6 53.578 45.703

Titik No. > Kedalaman Satuan 1 2

Tinggi ing +m

8iameter ing #ta'ung% +m

1. Berat ing gram

2. Berat ing : Tana! Basa! gram

3. Berat Tana! Basa! #2%5#1% gram

4. ,olume Tana! #,olume ing%

. Berat 7si Tana! #3%>#4%

". Berat ing : Tana! Kering gram

&. Berat Tana! Kering #"%5#1% gram

(. Berat Air #3%5#&% gram

). Kadar Air #(% >#&% 1**6 6

1*. ?d #&%>#4% gram>+m3

11. Berat -enis #Gs%

12. ,olume Tana! Kering #&%>#Gs%

13. 7si Pori #4%5#12%

14. 8era@at Ke@enu!an Sr #(%>#13% 1**6 6

1. Porositas #13%>#4% 1**6 6

+m3

gram>+m3

+m3

gram>+m3


25/97

" 8ATA

&.6

&.& Titik No. > Kedalaman Satuan

18.4 Tinggi ing +m

36.5 8iameter ing #ta'ung% +m18.1 Berat ing gr

9.878 Berat ing : Tana! Basa! gr

1.83& 1.8&&15 Berat ing : Tana! Kering gr

30.1 30.43333

11.7 1&.00000

6.4 6.00000

54.701 50.5991&

1.184 1.&1477

&.44&344.790 4.91333

5.088 4.96511

1&5.787 1&0.41&35

51.506 50.&6&11

3


26/97

1 2 3 Keadaan Tana!

&.6 &.6 &.6 Tanah Kering

&.& &.& &.& Tanah aga- ema18.4 18.5 18.4 Tanah ema

36.& 36.6 36.5 Tanah 2angat ema

&9.6 31.6 30.1 Tanah Baah

Tanah enh


27/97

Ta'el nila n e ?d ?' untuk tana! k

8era@at Ke@enu!an Ma+am Tana! n #6% e

0 +air eragam tida- adat 46 0.85

0 ! &5 +air eragam adat &4 0.51&6 ! 50 +air ertir amran tida- adat 40 0.67

51 ! 75 +air ertir amran adat 30 0.43

76! 99 emng na- edi-it rgani- 66 1.9

100 emng na- angat rgani- 75 3


28/97

adaan asli laangan

#6%

3& 1.43 1.89

19 1.75 &.09&5 1.59 1.99

16 1.86 &.16

70 ! 1.58

110 ! 1.43

?d #gram>+m3%?

3


29/97

P1 *4 kg P2 *( kg

Ga/a Ga/a

8ial Geser Tegangan egangan 8ial Geser Tegangan egangan

eading *3( Geser #C0>0o% eading *3( Geser #C0>0o%**1 **1

* 0 0 0.000 0 0 0 0.000 0

2 6 1.9& 0.068 0.41666667 11.5 3.680 0.130 0.41666667

* 7.5 &.4 0.085 0.83333333 13 4.160 0.147 0.83333333

& 8.5 &.7& 0.096 1.&5 15 4.800 0.170 1.&5

1** 9.5 3.04 0.107 1.66666667 17 5.440 0.19& 1.66666667

12 10 3.& 0.113 &.08333333 18 5.760 0.&04 &.08333333

1* 10.5 3.36 0.119 &.5 19 6.080 0.&15 &.5

1& 10.5 3.36 0.119 &.91666667 &0 6.400 0.&&6 &.916666672** 11 3.5& 0.1&4 3.33333333 &1 6.7&0 0.&38 3.33333333

22 11 3.5& 0.1&4 3.75 && 7.040 0.&49 3.75

2* 11 3.5& 0.1&4 4.16666667 &3 7.360 0.&60 4.16666667

2& &4 7.680 0.&7& 4.58333333

3** &4.5 7.840 0.&77 5

32 &5 8.000 0.&83 5.41666667

3* &5 8.000 0.&83 5.83333333

3& &5 8.000 0.&83 6.&5

4**42

4*

4&

**

5&5

0oading 8ial

D1 P>AEf *2** D

2 P>AEf *4**

Grafk $

0.050

0.100

0.150

0.200

0.250

0.300

0.350

Grafk $ubungan Antara %egangan dan Tegangan Geser

Column D

Column H

Column L

Tegangan Geser (kg&"m')


30/97

P1 *4 kg P2 *( kg

Ga/a Ga/a

8ial Geser Tegangan egangan 8ial Geser Tegangan egangan

eading *3( Geser #C0>0o% eading *3( Geser #C0>0o%

*

2

*

&

1**

12

1*

1&

2**

22

2*

2&

3**

323*

3&

4**

42

4*

4&

**

0oading 8ial

D1 P>AEf *2** D

2 P>AEf *4**

0 1 2 3 4 5 6 7

0.000

%egangan (mm)


31/97

P3 12 kg d 6

A &8.&86

Ga/a

8ial Geser Tegangan egangan

eading *3( Geser #C0>0o% teg.nrma 1 0.&**1 teg.nrma & 0.4

0 0 0 0 teg.nrma 3 0.6

17 5.440 0.19&3&3& 0.41666667

19 6.080 0.&149495 0.83333333 teg.geer 1 0.1&4

&0 6.400 0.&&6&6&6 1.&5 teg.geer & 0.&83

&& 7.040 0.&488889 1.66666667 teg.geer 3 0.&94

&& 7.040 0.&488889 &.08333333

&3 7.360 0.&60&0& &.5

&3.5 7.5&0 0.&658586 &.91666667&4.5 7.840 0.&771717 3.33333333

&5 8.000 0.&8&8&83 3.75

&5 8.000 0.&8&8&83 4.16666667

&5.5 8.160 0.&884848 4.58333333

&6 8.3&0 0.&941414 5

&6 8.3&0 0.&941414 5.41666667

&6 8.3&0 0.&941414 5.83333333

P;7TUNGAN

' 04&43* x $ 0.0

i-a x 0

ma-a ' 0.0641

adi -hei dari ta

P;7TUNGAN

1 0.&

& 0.4

D3 P>AEf *(**

0.050

0.100

0.150

0.200

0.250

0.300

0.350

ubungan Antara %egangan dan Tegangan Geser

Column D

Column H

Column LTegangan Geser (kg&"m')

0.0 0.1 0.2 0.0.000

0.100

0.200

0.300

0.400

f(x) =

Grafk U

Tegangan

Tegangan Geser (kg&"m')


32/97

P3 12 kg

oriFon Ga/a

8ial Geser Tegangan egangan

eading *3( Geser #C0>0o%

**1

TA: φ =

A" TA: φ =

D3 P>AEf *"**

0 1 2 3 4 5 6 7

0.000

%egangan (mm)


33/97

m P1 *4 kg

8ial

eading

**1* 0

2 6

* 7.5

& 8.5

1** 9.5

12 10

1* 10.5

1& 10.5

2** 1122 11

2* 11

2&

3**

32

3*

3&

4**

424*

4&

**

5&5

9;S7

641

ah adaah 00641

SU8UT G;S;

;1 0149 0.149

;& 0&34 0.&34

0oading8ial

m& D1 P>AEf *2**

0.4 0.5 0.6 0.7 0.8

0.4243281471x + 0.0641077441

Geser Langsung

*rmal (kg&"m')


34/97

0.4&43

&5.361


35/97

P2 *( kg P3 12 kg

8ial 8ial

eading eading

**1 **10 0

11.5 5.440

13 6.080

15 6.400

17 7.040

18 7.040

19 7.360

&0 7.5&0

&1 7.840&& 8.000

&3 8.000

&4 8.160

&4.5 8.3&0

&5 8.3&0

&5 8.3&0

&5

D2 P>AEf *4** D

3 P>AEf *"**


36/97

0 1

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

Grafk $ubungan Ant

%

Tegangan Geser (kg&"


37/97


38/97

3 4 5 6 7

ra %egangan dan Tegangan Geser

P = 0,4 !

P = 0,8 !

P = 1,2 !

egangan (mm)

')


39/97

1 2 3 4 "

+ -P P P -P

Kedalaman

meter #m% kg>+m kg>+m

#3%5#2% #4% #A>B% H #%

5*.2* 15 &0 5 6.568 6.568

5*.4* 30 35 5 6.568 13.136

5*."* 10 &0 10 13.136 &6.&7&

5*.(* 10 &5 15 19.704 45.976

51.** &0 35 15 19.704 65.680

51.2* 10 30 &0 &6.&7& 91.95&

51.4* &0 30 10 13.136 105.088

51."* 15 &0 5 6.568 111.656

51.(* 10 30 &0 &6.&7& 137.9&8

52.** &0 40 &0 &6.&7& 164.&00

52.2* 15 &5 10 13.136 177.336

52.4* &0 30 10 13.136 190.47&

52."* 15 35 &0 &6.&7& &16.744

52.(* 10 &0 10 13.136 &&9.880

53.** 10 &0 10 13.136 &43.016

53.2* 10 &0 10 13.136 &56.15&

53.4* 10 &0 10 13.136 &69.&8853."* 10 &0 10 13.136 &8&.4&4

53.(* 10 &0 10 13.136 &95.560

54.** 10 &0 10 13.136 308.696

54.2* 35 50 15 19.704 3&8.400

54.4* 100 1&0 &0 &6.&7& 354.67&

54."* &00 &35 35 45.976 400.648

1 2 3 4 "

+ -P P P -P

Kedalaman

meter #m% kg>+m kg>+m

#3%5#2% #4% #A>B% H #%

5*.2*

PenetrasiKonus

-umla!Perlaanan

PerlaananGesek

am'atanPelekat

-umla!am'atan

Pelekat

kg>+m2 kg>+m2 kg>+m2

PenetrasiKonus

-umla!Perlaanan

PerlaananGesek

am'atanPelekat

-umla!am'atan

Pelekat



40/97

5*.4*

5*."*

5*.(*

51.**

51.2*

51.4*

51."*

51.(*

52.**

52.2*

52.4*

52."*

52.(*

53.**

53.2*

53.4*53."*

53.(*

54.**

54.2*

54.4*

54."*

54.(*

5.**

5.2*5.4*

5."*

5.(*

1 2 3

+ -P

Kedalaman

meter #m%

5*.2* 15 &0

5*.4* 30 35

5*."* 10 &0

5*.(* 10 &5

51.** &0 35

51.2* 10 30

51.4* &0 30

51."* 15 &0

51.(* 10 30

Penetrasi

Konus

-umla!

Perlaanan

kg>+m2 kg>+m2


41/97

52.** &0 40

52.2* 15 &5

52.4* &0 30

52."* 15 35

52.(* 10 &0

53.** 10 &0

1 2 3

+ -P

Kedalaman

meter #m%

53.2* 10 &0

53.4* 10 &0

53."* 10 &053.(* 10 &0

54.** 10 &0

54.2* 35 50

54.4* 100 1&0

54."* &00 &35

PenetrasiKonus

-umla!Perlaanan

kg>+m2 kg>+m2


42/97

& ( A &0 A/B 1.313599

S I B 15.&&535

#4%>B #&%>#2%

0.431 0.0&9

0.431 0.014

0.863 0.086

1.&94 0.1&9

1.&94 0.065

1.7&6 0.173

0.863 0.043

0.431 0.0&9

1.7&6 0.173

1.7&6 0.086

0.863 0.058

0.863 0.043

1.7&6 0.115

0.863 0.086

0.863 0.086

0.863 0.086

0.863 0.0860.863 0.086

0.863 0.086

0.863 0.086

1.&94 0.037

1.7&6 0.017

3.0&0 0.015

& (

S I

#4%>B #&%>#2%

am'atansetemat

kg>+m2

am'atansetemat

kg>+m2

0.0 50.0 100.0 150.0 200.0 250.0 300.0 35

-5.00

-4.50

-4.00

-3.50

-3.00

-2.50

-2.00

-1.50

-1.00

-0.50

0.00

G%AF+K $UBUGA K,-ALA!A. T,KAA K/U

l

l

Tekanan K*nus. #umlah $ambatan Leka

Kedalaman (m)

0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0

-0.50

0.00

G%AF+K $UBUGA K,-ALA!A. T,KAA K/U0

Tekanan K*nus. #umlah $ambatan Lek


43/97

-5.00

-4.50

-4.00

-3.50

-3.00

-2.50

-2.00

-1.50

-1.00

Kedalaman (m)


44/97


45/97

0.0 400.0 450.0

dan #U!LA$ $A!BATA L,KAT

Column "

Column "

t (k"&"m')

400.0 450.0

dan #U!LA$ $A!BATA L,KAT

at (k"&"m')


46/97


47/97


48/97

8ATA P;$9BAAN KA07BAS7 J89M;T;

r!0i 1 0>2

+m +m +m 1***#r!k51%

1 &4 0 7.&50.8&3

0 16.75

1.035 15.5 9 7.&5 35 8.&5

2A@0#r% #0i5

0>2%

"abel K*reksi (#) ter,a-a% "em%eratur "abel

"em%eratur (°C) #


49/97

0.00.0510.0610.0710.0810.0910

2

4

6

Grafk Analisa $

-iameter 0aringan (0k

Pr*sentase L*l*s 0aringan (%)


50/97

15.9&7

7.4&7

5.9 m

&7.3&585 m&

900 m3

945 m3

45 m3

1.7 m

13.7 m

0.8&3 m

e Ter-re-i @eni- etiCe


51/97

0.11101000

-iameter 0aringan (0k

0.0010.0110.0210.0311

idr*meter

ala L*g)


52/97

441.6

100

r Btiran (


53/97

&.36 10 5&.8

0.84 &0 118.4

0.4& 40 88.&

0.30 50 96.4

0.18 80 8.4

0.15 100 &1.6

0.075 &00 &4.9

0.0676

0.0480

0.0339

0.01&7

0.0091

0.0065

0.0046

0.0014

!alisa

*l*s ari!$a! 200 .00 (50)

*l*s ari!$a! 4 100 (50)

*l*s ari!$a! 200 .00 (12)

7ilai P8 40.1946 ()

Pasir berle

0.0010.01

la L*g)


54/97

0 0 100

mahTertahan(gram)

% KmatiTertahan

% Kmati 2aringan


55/97

5&.8 11.96 88.04

171.& 38.77 61.&3

&59.4 58.74 41.&6

355.8 80.57 19.43

364.& 8&.47 17.53

385.8 87.36 1&.64

410.7 93.00 7.00

4.89

5.41

5.9&

6.66

7.46

7.51

&.97

&.96

"#" P7 43.

Kasar

Pasir

:;P

m%u!$& am%ura! %asir'lem%u!$


56/97

8ATA

C #mm% C #mm% t #menit% C #mm%

0 0 0 0 0 0

50 1 50 3 50 3

100 1.5 100 3.5 100 3.5

150 & 150 4 150 4

&00 3 &00 4.5 &00 5

&50 3 &50 5 &50 5.5

300 3.5 300 5.5 300 6

350 4 350 6 350 6.5

400 4.5 400 6 400 7

450 5 450 6.5 450 7

500 5.5 500 7 500 7.5

550 5.5 550 7 550 7.5

600 6 600 7.5 600 8

650 6.5 650 8 650 8

700 7 700 8 700 8

750 7 750 8

800 7

+m2 D 1 kg>+m2 D 1 kg>+m2

t #menit% t #menit%

m&


57/97

t C! L 1 5 L 0uas 0uas Proing

***1 Mula5mula Terkoreksi ing

Ao A

mm 6* 0 0.000 1.000 19.64&9 19.64&9 0

* 0.05 0.417 0.996 19.64&9 19.7&50 1

1** 0.1 0.833 0.99& 19.64&9 19.8079 1.5

1* 0.15 1.&50 0.988 19.64&9 19.8915 &

2** 0.& 1.667 0.983 19.64&9 19.9758 3

2* 0.&5 &.083 0.979 19.64&9 &0.0608 3

3** 0.3 &.500 0.975 19.64&9 &0.1465 3.5

3* 0.35 &.917 0.971 19.64&9 &0.&330 4

4** 0.4 3.333 0.967 19.64&9 &0.3&0& 4.54* 0.45 3.750 0.963 19.64&9 &0.408& 5

** 0.5 4.167 0.958 19.64&9 &0.4969 5.5

* 0.55 4.583 0.954 19.64&9 &0.5864 5.5

"** 0.6 5.000 0.950 19.64&9 &0.6767 6

"* 0.65 5.417 0.946 19.64&9 &0.7678 6.5

&** 0.7 5.833 0.94& 19.64&9 &0.8597 7

&* 0.75 6.&50 0.938 19.64&9 &0.95&4 7

(** 0.8 6.667 0.933 19.64&9 &1.0459 7

U-7 T7AO7A0 UU 8;NGAN D2 1 K



Ao A

mm 6

* 0 0 1.0000 19.643 19.64&9 0.00

* 0.05 0.4167 0.9958 19.643 19.7&50 3.00

1** 0.1 0.8333 0.9917 19.643 19.8079 3.50

1* 0.15 1.&500 0.9875 19.643 19.8915 4.00

U-7 T7AO7A0 UU 8;NGAN D1 *.

+m2

+m2

+m2 +m2


58/97

2** 0.& 1.6667 0.9833 19.643 19.9758 4.50

2* 0.&5 &.0833 0.979& 19.643 &0.0608 5.00

3** 0.3 &.5000 0.9750 19.643 &0.1465 5.50

3* 0.35 &.9167 0.9708 19.643 &0.&330 6.00

4** 0.4 3.3333 0.9667 19.643 &0.3&0& 6.00

4* 0.45 3.7500 0.96&5 19.643 &0.408& 6.50

** 0.5 4.1667 0.9583 19.643 &0.4969 7.00

* 0.55 4.5833 0.954& 19.643 &0.5864 7.00

"** 0.6 5.0000 0.9500 19.643 &0.6767 7.50

"* 0.65 5.4167 0.9458 19.643 &0.7678 8.00

&** 0.7 5.8333 0.9417 19.643 &0.8597 8.00

&* 0.75 6.&500 0.9375 19.643 &0.95&4 8.00

U-7 T7AO7A0 UU 8;NGAN D3 1. K



Ao Amm 6

* 0 0.0000 1.0000 19.643 19.64&9 0.00

* 0.05 0.4167 0.9958 19.643 19.7&50 3.00

1** 0.1 0.8333 0.9917 19.643 19.8079 3.50

1* 0.15 1.&500 0.9875 19.643 19.8915 4.00

2** 0.& 1.6667 0.9833 19.643 19.9758 5.00

2* 0.&5 &.0833 0.979& 19.643 &0.0608 5.50

3** 0.3 &.5000 0.9750 19.643 &0.1465 6.00

3* 0.35 &.9167 0.9708 19.643 &0.&330 6.50

4** 0.4 3.3333 0.9667 19.643 &0.3&0& 7.00

4* 0.45 3.7500 0.96&5 19.643 &0.408& 7.00

** 0.5 4.1667 0.9583 19.643 &0.4969 7.50

* 0.55 4.5833 0.954& 19.643 &0.5864 7.50

"** 0.6 5.0000 0.9500 19.643 &0.6767 8.00

"* 0.65 5.4167 0.9458 19.643 &0.7678 8.00

&** 0.7 5.8333 0.9417 19.643 &0.8597 8.00

+m2 +m2


59/97

Keterangan

+ D1 $ D3 E D1 ! D3

& &

D3 0.5 D1 $ D3

D1 1.0000 &

D1 ! D3

&

D3 1 D1 $ D3

D1 1.4746 &

D1 ! D3

&

D3 1.5 D1 $ D3

D1 &.0133 &

D1 ! D3

&

-g/m&

-g/m&

-g/m&

-g/m&

-g/m&

-g/m&


60/97

GA


61/97

Be'an P>A D3 D1

P D1 5 D3

kg0 0 0 0

1.49 0.076 0.5 0.576

&.&35 0.113 0.5 0.613

&.98 0.150 0.5 0.650 1.****

4.47 0.&&4 0.5 0.7&4

4.47 0.&&3 0.5 0.7&3

5.&15 0.&59 0.5 0.759

5.96 0.&95 0.5 0.795

6.705 0.330 0.5 0.8307.45 0.365 0.5 0.865

8.195 0.400 0.5 0.900

8.195 0.398 0.5 0.898

8.94 0.43& 0.5 0.93&

9.685 0.466 0.5 0.966

10.43 0.500 0.5 1.000

10.43 0.498 0.5 0.998

10.43 0.496 0.5 0.996

>+m2

Be'an P>A D3 D1

P D1 5 D3

1.4&4"

kg

0 0 0 0

4.47 0.&&66 1 1.&&66

5.&& 0.&633 1 1.&633

5.96 0.&996 1 1.&996

g>+m2

kg>+m2

kg>+m2

kg>+m2


0.00

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4

0.45

0.5

0.55

0.6

0.65

0.7

(12 3 14) Kg& "m6


62/97

6.71 0.3357 1 1.3357

7.45 0.3714 1 1.3714

8.&0 0.4068 1 1.4068

8.94 0.4419 1 1.4419

8.94 0.4400 1 1.4400

9.69 0.4746 1 1.4746

10.43 0.5089 1 1.5089

10.43 0.5066 1 1.5066

11.18 0.5405 1 1.5405

11.9& 0.5740 1 1.5740

11.9& 0.5714 1 1.5714

11.9& 0.5689 1 1.5689

g>+m2

Be'an P>A D3 D1

P D1 5 D3

2.*133kg

0 0 0 0

4.47 0.&&66 1.5 1.7&66

5.&& 0.&633 1.5 1.7633

5.96 0.&996 1.5 1.7996

7.45 0.3730 1.5 1.8730

8.&0 0.4085 1.5 1.9085

8.94 0.4437 1.5 1.9437

9.69 0.4787 1.5 1.9787

10.43 0.5133 1.5 &.0133

10.43 0.5111 1.5 &.0111

11.18 0.545& 1.5 &.045&

11.18 0.54&8 1.5 &.04&8

11.9& 0.5765 1.5 &.0765

11.9& 0.5740 1.5 &.0740

11.9& 0.5714 1.5 &.0714


0.6 0.80

0.05

0.1

0.15

0.2

0.25

0.3

(x)

Gra7ik

9 (kg&"m')


63/97

0.75000394

0.&5000394

1.&37&8&5

0.&37&8&5

1.756641&1 *.*112**) 0.08& 0.093&5

*.*2"34)"1( 0.08& 0.10835

0.&56641&1

-g/m&

-g/m&

-g/m&

-g/m&

-g/m&

-g/m&


64/97

+K $UBUGA ,GAGA dan 123 14


65/97

0 2.000 4.000 6.000 8.000 10.000 12.000 14.000

Colum

n

Colum

n

,GAGA (5) %


66/97

1 1.2 1.4 1.6 1.8 2

0.0069&97004x $ 0.&393&77849

Penentuan " dan 8

P (kg&"m')


67/97

0.015


68/97

No. $onto! Satuan 1 2 3

8alam Pia +m 0.5 0.5 0.5

A Pot. 8alam Pia 0.196&5 0.196&5 0.196&5

$onto! Tana! +m 10 10 10

A Pot. 8alam Tana! 78.5 78.5 78.5Pan@ang $onto! Tana! #0% +m 14.5 14.5 14.5

det 0 0 0

det 60 60 60

! +m 17.5 17.5 17.5

det 60 60 60

0 > ! 0.8&8571 0.8&8571 0.8&8571

Q 6&0 640 650

+m>det 10.33333 10.66667 10.833

#+m>detik% 0.109069 0.11&587 0.114346


8alam Pia +m 0.5 0.5 0.5

$onto! Tana! +m 10 10 10

Pan@ang $onto! Tana! #0% +m 14.5 14.5 14.5

det 0 0 0

det 60 60 60! +m 17.5 17.5 17.5

Q 6&0 640 650


8alam Pia +m

$onto! Tana! +m

Pan@ang $onto! Tana! #0% +m

det

det! +m

Q

+m2

+m2

=aktu Mulai #t1%

=aktu Ak!ir #t2%

#t25t

1%

+m3

Q > #t25t

1%

K T #0>!%#Q>#A#t25t1%%%

=aktu Mulai #t1%

=aktu Ak!ir #t2%

+m3

=aktu Mulai #t1%

=aktu Ak!ir #t2%

+m3


69/97


8alam Pia +m

A Pot. 8alam Pia

$onto! Tana! +m

A Pot. 8alam Tana!Pan@ang $onto! Tana! #0% +m

det

det

! +m

det

0 > !

Q

+m>det

KT #0>!%#Q>#A#t25t1%%% #+m>detik%

+m2

+m2

=aktu Mulai #t1%

=aktu Ak!ir #t2%

#t25t

1%

+m3

Q > #t25t

1%


70/97

8eskrisi

=arna Plastisitas Tekstur

0.& "-at Kerenan endah Btir >a

0.4 "-at Kemerahan endah Btir >a

0.6 "-at Kehitaman endah Btir >a

0.8 "-at Kehitaman Tinggi Bertir aga- -aar

1 "-at Kehitaman Tinggi Bertir aga- -aar

Kedalaman#meter%

KolomTana!


71/97

-enis

ana ta- erair

ana ta- erair

ana erair

emng erair

emng erair


72/97

:. "nth 1 &

F daam ia m 1.50 1.50

a t. daam ia 1.77 1.77

F nth tanah m 6.40 6.40

A t. nth tanah 3&.18 3&.18+anang nth tanah m &.00 &.00

Wa-t deti- 86400.00 86400.00

60.00 60.00

10.70 50.50

5.61 1.19

0.75 0.07

a* 3.54 3.54

a*/A 0.10986 0.11

0.0000&66&0 0.0000&66&0

0.00000&190 0.000000&19

&7 &7

0.85 0.85

0.000001861 0.000000186

Keiien remean 0.0000010&373

eni Tanah Tanah emng

m&

m&

Tinggi air ada t1Gh

1

Tinggi air ada t&Gh

&

h1/h

&

g h1/h

&

&3/(t&!t1)

K T a/A . &.3/t . g h

1/h

&

T0"

&7

0/&0

0

K &0

K T

&70/

&00

m !1


73/97

49.30 9.50


74/97

-ATA P,C/BAA U-+0TUB,-

Pa!iameter 5 (m)

0 0

0.5 8

1 10

1.5 11

& 11

&.5 13

3 133.5 14

4 14.5

4.5 15

5 15

5.5 15.5

6 16

6.5 16

7 16

!$ka kalibrasi 0.5

Undisturbe - 5 (m)t 10 (m)

19.625

0.0 0 0 0 1

0.5 0.5 4.640 1.005

1 10 1 5.00 1.010

1.5 11 1.5 6.30 1.015

2 11 2 6.30 1.020

2.5 13 2.5 .540 1.026

3 13 3 .540 1.031

3.5 14 3.5 .120 1.036

4 14.5 4 .410 1.042

4.5 15 4.5 .00 1.04

5 15 5 .00 1.053

5.5 15.5 5.5 .990 1.05

6 16 6 9.20 1.064

6.5 16 6.5 9.20 1.00

Pem'. Arlo@i#enurunan%

Pem'. Arlo@i#Tegangan%#**1 mm%

(m2)

Pemb:Arl*i

(Penuruna

n) (mm)

Pemb:Arl*i

(Tegangan)

(di;)

egangan <(%)

Beban(kg7)

AngkaK*reksi (2&23

=)


75/97

16 9.20 1.05

@hr ire

x '

0 0 0.0000 0

10 0.1745 0.0034 0.03859&8098

20 0.3491 0.0134 0.07601&9965

30 0.5&36 0.0&98 0.1111&3566940 0.6981 0.05&0 0.14&8577039

50 0.87&7 0.0794 0.170&511818

60 1.047& 0.1111 0.19&4716638

0 1.&&17 0.146& 0.&088439916

0 1.3963 0.1837 0.&188707004

0 1.3963 0.1837 0.&188707004

90 1.5708 0.&&&& 0.&&&&471338

100 1.7453 0.&608 0.&188707004

110 1.9199 0.&983 0.&088439916

120 &.0944 0.3334 0.19&4716638

130 &.&689 0.3651 0.170&511818

140 &.4435 0.39&5 0.14&8577039

150 &.6180 0.4147 0.1111&35669

160 &.79&5 0.4311 0.07601&9965

10 &.9671 0.4411 0.03859&8098

10 3.1416 0.4445 &.7&174&!017

0 1 2 3 4 5 6 7 8

0.00

0.10

0.20

0.30

0.40

0.50

Grafik .u'ungan 4egangan dan Tegangan Undistu

#

egangan #6%

Tegangan #Kg>+m2%

0.25 Lingkaran !*hr Undisturb


76/97

?u = 0.444

u = 0.222

@hr ire

x '

0 0 0.0000 0

10 0.1745 0.0037 0.04&4931469

20 0.3491 0.0148 0.0836951611

30 0.5&36 0.03&8 0.1&&3541401

40 0.6981 0.0573 0.157&954505

50 0.87&7 0.0874 0.1874574183

60 1.047& 0.1&&4 0.&119&3587&

0 1.&&17 0.1610 0.&&9950565&

0 1.3963 0.&0&& 0.&4099061160 1.3963 0.&0&& 0.&409906116

90 1.5708 0.&447 0.&44708&803

100 1.7453 0.&87& 0.&409906116

110 1.9199 0.3&84 0.&&9950565&

120 &.0944 0.3671 0.&119&3587&

130 &.&689 0.40&0 0.1874574183

140 &.4435 0.43&& 0.157&954505

150 &.6180 0.4566 0.1&&3541401

160 &.79&5 0.4747 0.0836951611

10 &.9671 0.4857 0.04&4931469

10 3.1416 0.4894 &.99681&!017

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.4-0.05

-3.46944695195361-017

0.05

0.1

0.15

.

%u

#n /%$%

0.1

0.15

0.2

0.25

0.3Lingkaran !*hr %em*lded

% u ( # ( n

/ % $ % ,


77/97

?u = 0.49

u = 0.245

" = 0.90

0 0.1 0.2 0.3 0.4 0.5

0

0.05

7%!n!n 8o,ml (!9:m2)

5 u


78/97

-ATA P,C/BAA ,!/L-,-

Pa!iameter 5 (m)

0 0

0.5 1.5

1 &.5

1.5 3.5

& 5

&.5 6.5

3 83.5 9

4 10

4.5 1&

5 13

5.5 15

6 16

6.5 16.5

7 17

7.5 17.5

8 18

8.5 18

9 18

em*lded

-

t

19.625 0 0.0 0 0

19.24 0.235 0.5 1.5 0.500

19.23 0.293 1.0 2.5 1.000

19.924 0.320 1.5 3.5 1.500

20.026 0.319 2.0 5 2.000

20.12 0.35 2.5 6.5 2.500

20.232 0.33 3.0 3.000

20.33 0.399 3.5 9 3.500

20.443 0.411 4.0 10 4.000

20.550 0.423 4.5 12 4.500

20.65 0.421 5.0 13 5.000

20.6 0.433 5.5 15 5.500

20. 0.444 6.0 16 6.000

20.99 0.442 6.5 16.5 6.500

Pem'. Arlo@i#enurunan%

Pem'. Arlo@i#Tegangan%#**1 mm%

LuasTerk*reksiA> ? A

*& (23

,) ("m')

Tegangan(kg&"m')

Pemb:Arl*i

(Penuruna

n) (mm)

Pemb:Arl*i

(Tegangan

) (di;)

egangan< (%)


79/97

21.102 0.440 .0 1 .000

@A 0.444 .5 1.5 .500

.0 1 .000

.5 1 .500

9.0 1 9.000

0.444

0.222

0 1 2 3 4 5

0.0

0.1

0.2

0.3

0.4

0.5

0.6

Grafik Per'andingan

Undistur'ed da

egangan #6%

Tegangan #kg>+m2%

'ed

%!n!n

n

%!n!n

0 1 2 3 4

0.00

0.10

0.20

0.30

0.40

0.50

0.60

Grafik .u'unga

Tegangan #Kg>+m2%

d


80/97

k$;m2 em%u!$ u!ak

k$;m2

0.5

L*n!,n

o,

n*$#u,&%

%!n!n oml (!:m2)

L*n!,n

o,%mol+%+


81/97

k$;m2 em%u!$ a!$at u!ak

k$;m2

$ak e!sitif

0.6


82/97

5 (m)

10 (m)

19.625

0 1 19.625 0

0.0 1.005 19.24 0.044

1.450 1.010 19.23 0.03

2.030 1.015 19.924 0.102

2.900 1.020 20.026 0.145

3.0 1.026 20.12 0.1

4.640 1.031 20.232 0.229

5.220 1.036 20.33 0.25

5.00 1.042 20.443 0.24

6.960 1.04 20.550 0.339

.540 1.053 20.65 0.365

.00 1.05 20.6 0.419

9.20 1.064 20. 0.444

9.50 1.00 20.99 0.456

(m2)

Beban(kg7)

AngkaK*reksi

LuasTerk*reksi A>? A

* & (23,)

("m')

Tegangan(kg&"m')


83/97

9.60 1.05 21.102 0.46

10.150 1.01 21.216 0.4

10.440 1.0 21.332 0.49

10.440 1.093 21.44 0.4

10.440 1.099 21.566 0.44

@A 0.49

6 7 8 9 10

egangan5Tegangan

n emolded

n*$#u&%

%mol%

5 6 7 8 9 10

4egangan dan Tegangan

4emolded

egangan #6%


84/97


85/97


86/97

8ATA

C #mm% C #mm% C #mm%

0 0 0 0 0 0

50 1 50 3 50 3

100 1.5 100 3.5 100 3.5

150 & 150 4 150 4

&00 3 &00 4.5 &00 5

&50 3 &50 5 &50 5.5

300 3.5 300 5.5 300 6

350 4 350 6 350 6.5400 4.5 400 6 400 7

450 5 450 6.5 450 7

500 5.5 500 7 500 7.5

550 5.5 550 7 550 7.5

600 6 600 7.5 600 8

650 6.5 650 8 650 8

700 7 700 8 700 8

750 7 750 8

800 7

T+A@+AL T,0T (UC/0/L+-AT,- U-A+,-&UU)

*kasi 2-2,5 m

K*!sulta!

Tinggi samel 10 :m-iameter samel 5 :m Kalibrasi 1.49

0amleTanah Baah

1-; +m2 D 1 kg>+m2

t #menit% t #menit% t #menit%

∆H (mm) ; =

∆HHo

Lu$mul-mul

(o)

Lu$#%o%

$* (>)

Po?*n!*n!

"%&n(P)

P> =


87/97

300 3.0 0.970 19.643 20.250 3.5 5.2 0.258 0.5 0.758

350 3.5 0.965 19.643 20.355 4 6.0 0.293 0.5 0.793

400 4.0 0.960 19.643 20.461 4.5 6.7 0.328 0.5 0.828

450 4.5 0.955 19.643 20.568 5 7.5 0.362 0.5 0.862

500 5.0 0.950 19.643 20.677 5.5 8.2 0.396 0.5 0.896

550 5.5 0.945 19.643 20.786 5.5 8.2 0.394 0.5 0.894

600 6.0 0.940 19.643 20.897 6 8.9 0.428 0.5 0.928

650 6.5 0.935 19.643 21.008 6.5 9.7 0.461 0.5 0.961

700 7.0 0.930 19.643 21.121 7 10.4 0.494 0.5 0.994

750 7.5 0.925 19.643 21.236 7 10.4 0.491 0.5 0.991

800 8.0 0.920 19.643 21.351 7 10.4 0.489 0.5 0.989

T+A@+AL T,0T

*kasi

K*!sulta!

Tinggi samel 12 :m

-iameter samel 5 :m Kalibrasi 1.49

0amleTanah Baah

1-;


88/97

700 5.8 0.942 19.643 20.860 8.0 11.9 0.571 1.0 1.571

750 6.3 0.938 19.643 20.952 8.0 11.9 0.569 1.0 1.569

T+A@+AL T,0T

*kasi

K*!sulta!

Tinggi samel 12 :m

-iameter samel 5 :m Kalibrasi 1.49

0amle Tanah Baah

1-;


89/97

>ari ,asil %e!$u


90/97

@*,r irle

series 1

x C

0 0 0.5 0

0.994 10 0.145 0.503 0.0429

x


91/97

0 1.221 0.6625 0.2320

0 1.3963 0.040 0.2432

90 1.50 0.469 0.2469

100 1.453 0.9 0.2432

110 1.9199 0.314 0.2320

120 2.0944 0.04 0.213

130 2.269 0.9056 0.191

140 2.4435 0.9360 0.15

150 2.610 0.960 0.1235

160 2.925 0.99 0.044

10 2.961 0.9901 0.0429

10 3.1416 0.993 0.0000

@*,r irle

series 1

x C

1.574 0 0 1 0

x


92/97

140 2.4435 1.506 0.145

150 2.610 1.5355 0.1435

160 2.925 1.556 0.092

10 2.961 1.5696 0.049

10 3.1416 1.540 0.0000

@*,r irle

series 1

2.076 x C

x


93/97

0.504 0.043 1.004 0.050 1.504 0.050 10

0.515 0.04 1.01 0.09 1.51 0.099 20

0.533 0.123 1.03 0.143 1.539 0.144 30

0.55 0.159 1.06 0.14 1.56 0.15 40

0.5 0.19 1.103 0.220 1.603 0.221 50

0.623 0.214 1.143 0.249 1.644 0.250 60

0.662 0.232 1.19 0.20 1.690 0.21 0

0.04 0.243 1.23 0.23 1.3 0.24 00.4 0.24 1.2 0.2 1. 0.2 90

0.90 0.243 1.33 0.23 1.3 0.24 100

0.31 0.232 1.35 0.20 1. 0.21 110

0.0 0.214 1.430 0.249 1.932 0.250 120

0.906 0.19 1.41 0.220 1.94 0.221 130

0.936 0.159 1.50 0.14 2.009 0.15 140

0.961 0.123 1.536 0.143 2.03 0.144 150

0.99 0.04 1.55 0.09 2.059 0.099 160

0.990 0.043 1.50 0.050 2.02 0.050 10

0.994 0.000 1.54 0.000 2.06 0.000 10

E

t*% !*-e 0.0401 x + 0.2229

x C x C

0.4 0.24 0 0.2229

1.2 0.2 2.5 0.32315

1. 0.2 2.29633045

0.35 re$resi*! ,*r li!e

0.12 0.4 0.24 0 0.24

0.5 1. 0.43 2.5 0.24

0.2542 ta!$e!t 0.134459

14.2625055365 ta!$e!t 10.4116533

500


94/97

1

2

3

4

56


95/97

9

10

11

12

13

14

15

16

1

1

19


96/97

1


97/97

2

3

4

5

6

910

11

12

13

14

15

16

1

1

19

NOT APPLICABLE

Data Pratikum 11a

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