03. lampiran lut

7/23/2019 03. Lampiran LUT

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Proyek : Tower Telkomsel Tgl. Pengujian : 05/07/2010

Lokasi : Site Karanglo, Karangploso, Malang Dikerjakan : Yn

Titik : BD 01 Diperiksa : Ms

HAND BORING LOG

Keala!an "i!#olDeskripsi Tana$

%!eter& 'ra(ik )"*"

0.00

*+ Tana$ per!ukaan, -oklat !ua, plastisitas tinggi0.0

MT

1.00

*+ Le!pung lunak, -oklat !ua kekuningkuningan, plastisitas tinggi

2.00

Akhir Pemboran

.00

.00

Penga!#ilan tana$ untuk #ena uji Le!pung %*L / *+&

Lanau/Lanau Kele!pungan %ML / M+&

LABORATORIUM MEKAIKA TAA! " #OLITEKIK E$ERI MALA$ %L&'ETERA #O&BO(&0)

Catatan :

Lapis tana$ per!ukaan %top soil &

5.00



KEMENTERIAN PENDIDIKAN DAN KEBUDAYAAN NASIONAL

POLITEKNIK NEGERI MALANGLABORATORIUM MEKANIKA TANAH

Jl. Veteran PO.BOX 04 Malang 6!4"Tel#. $0%4!& ''0 (a). $0%4!& ''0

e*a+l , *e-tan.#l+ne*a/g*a+l.* 1 *e-tan.#l+ne*a/2a3.*

A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, Ko-a Ma Sampel *

Kelompok * Titik.kealaman *

DOSE * B!"01 . 0/,0 m s. 1,00 m Tanggal peng2ian *

HAND BORING / TEST PIT LOG

Keala!an "i!#olDeskripsi Tana$

%!eter& 'ra(ik )"*"

0.00

10.00*+ Tana$ per!ukaan, arna -oklat kekuning kuningan , kering , #anyak terapat akar tana!an

20.00

0.00

0.00 *+ Lapisan tenga$, arna -oklat , plastisitas seang

50.00

30.00 *+ Lapisan asar , plastisitas tinggi , !enganung pasir

70.00

40.00

0.00

100.00

Penga!#ilan tana$ untuk #ena uji

LABORATORIUM MEKAIKA TAA! " #OLITEKIK E$ERI MALA$ %L&'ETERA #O&BO(&0)

Catatan :

5.00







A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, Ko-a Sampel *



PENENTUAN KADAR AIR

(ASTM D 2216-80)

Titik B!"01 B!"01

Keala!an %!& 0/,0 " 03,00 0),0 " 0,00

6o -aan 1 2 5 3

erat -aan %gra!& .5 .4 10.1 .50 .7 .

erat -aan 8 tana$ #asa$ %gra!& 21.17 23.1 27.21 20.0 14.5 21.10

erat -aan 8 tana$ kering %gra!& 17.0 20.23 21.12 13.52 15.53 17.20

erat air %gra!& .1 3.05 3.0 .51 .0 .0

erat tana$ kering %gra!& 7.5 10.44 10. 7.02 3.1 7.47

Kaar air %& %9& 55. 55.31 55.1 50.00 4.5 .53

(%) 55.49 49.50

LAB. MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04





A M A * Lokasi *




PENENTUAN KADAR AIR

(ASTM D 2216-80)

Titik B!"01 B!"01

Keala!an %!& 0/,0 " 03,00 0),0 " 0,00

6o -aan 1 2 5 3

erat -aan %gra!& .5 .4 10.1 .50 .7 .



erat air %gra!& .1 3.05 3.0 .51 .0 .0

erat tana$ kering %gra!& 7.5 10.44 10. 7.02 3.1 7.47

Kaar air %& %9& 55. 55.31 55.1 50.00 4.5 .53

(%) 55.49 49.50

;<

;1<

;2<

;

= ;1 ;

2<

;"= ;

2 ;

<

= ;

> ;

s ? 1009<

Kadar air rata-rata (w avg

)

;<

;1<

;2<

;

= ;1 ;

2<

;"= ;

2 ;

<

= ;

> ;

s ? 1009<

Kadar air rata-rata (w avg )







A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, Ko-a Malang Sampel *



BERAT ISI TANAH

( ASTM D 2937 - 83 )

Titik B!"01 B!"01

Keala!an (m) 0/,0 " 03,00 0),0 " 0,00

6o -etakan 1 2 1 2

erat -etakan 8 tana$ #asa$ (gram) 72.73 72.73 7.02 71.3 71.3 72.11

erat -etakan (gram) 22.04 22.04 22.04 22.04 22.04 22.04

erat tana$ #asa$ (gram) 50.34 50.34 50. .53 .53 50.0

Dia!eter -etakan D< 5.00 5.00 5.00 5.00 5.00 5.00

Tinggi -etakan t< 1.50 1.50 1.50 1.50 1.50 1.50

@olu!e -etakan 2.5 2.5 2.5 2.5 2.5 2.5

erat isi tana$ #asa$ (gr/cm³) 1&4/ 1&4/ 1&43 1&56 1&56 1&40

Kaar air < (%) 55. .50

erat isi tana$ kering (gr/cm³) 1.11 1.11 1.11 1.13 1.1 1.14

Berat ii tanah baah rata-rata (gr!"m#)

Berat ii tanah kering rata-rata (gr!"m#) $.& $.'9






A M A * Lokasi * I M * %l& Soekarno " !atta no& +, Ko-a Malang Sampel *



BERAT ISI TANAH

( ASTM D 2937 - 83 )

Titik B!"01 B!"01

Keala!an (m) 0/,0 " 03,00 0),0 " 0,00

6o -etakan 1 2 1 2

erat -etakan 8 tana$ #asa$ (gram) 72.73 72.73 7.02 71.3 71.3 72.11

erat -etakan (gram) 22.04 22.04 22.04 22.04 22.04 22.04

erat tana$ #asa$ (gram) ABCE ABCE ABCE ABCE ABCE ABCE

Dia!eter -etakan D< 5.00 5.00 5.00 5.00 5.00 5.00

Tinggi -etakan t< 1.50 1.50 1.50 1.50 1.50 1.50

@olu!e -etakan (cm³) 2.5 2.5 2.5 2.5 2.5 2.5

erat isi tana$ #asa$ (gr/cm³) 7RE89 7RE89 7RE89 7RE89 7RE89 7RE89

Kaar air < (%) 0.00 0.00

erat isi tana$ kering (gr/cm³) ABCE ABCE ABCE #REF! ABCE #REF!

Berat ii tanah baah rata-rata (gr!"m#)

Berat ii tanah kering rata-rata (gr!"m#) rr:5$ rr:5$


;2<

;1<

;t<

(cm)

(cm)

@ = F.π.DG.t< (cm³)

γ t = ;

t > @<

γ ry

= γ t > %1 8 <

;2<;

1<

;t<

(cm)

(cm)

@ = F.π.DG.t<

γ t = ;

t > @<

γ ry

= γ t > %1 8 <






e*a+l , *e-tan.#l+ne*a/g*a+l.* 1 *e-tan.#l+ne*a/2a3.* A M A * Lokasi *



DOSE * B!"01 . 0/,0 m s. 1,00 m Tgl& peng2ian *

BERAT JENIS TANAH:ASTM D 6)"63;

Titik B!"01 B!"01

Keala!an %!& 0/,0 " 03,00 0),0 " 0,00

6o. Pikno!eter * D C

erat Pikno!eter %;1& %gra!& 2.3 1.1 5.17 23. 20.57 0.33

erat Pikno!eter 8 Tana$ kering %;2& %gra!& .7 2.14 5.1 3.7 0.32 0.34

erat Tana$ Kering %;t= ;2;1& %gra!& 10.0 10.05 10.02 10.0 10.05 10.02

erat Pikno!eter 8 Tana$ Kering 8 ir %;& %gra!& 4.7 7.5 .5 43. 75.27 43.7

erat Pikno!eter 8 ir %;& %gra!& 74.4 34.55 44.5 40.57 3.52 40.7

Te!peratur 27 27 27 27 27 27

aktor Koreksi Te!peratur %K& 0.5 0.5 0.5 0.5 0.5 0.5

erat Pikno!eter 8 ir terkoreksi %;5& 74. 34.52 44. 40.5 3. 40.

erat Henis Tana$ %;2;1&/%;5;1&%;;2&< 2. 2.4 2.1 2.7 2.3 2.4

Berat %enis Tana< rata"rata &.4$ &.*





A M A * Lokasi * 0

I M * %l& Soekarno " !atta no& +, Ko-a Sampel * 0

Kelompok * Titik.kealaman * 0


BERAT JENIS TANAH:ASTM D 6)"63;

Titik B!"01 B!"01

Keala!an %!& 10,0 " 11,00 1),0 " 1,00

6o. Pikno!eter ' + I H K L

erat Pikno!eter %;1& %gra!& 2.0 27.73 1.4 23.33 14.5 2.14

erat Pikno!eter 8 Tana$ kering %;2& %gra!& 2.3 7.77 2.52 3.72 24.53 .1


erat Pikno!eter 8 Tana$ Kering 8 ir %;& %gra!& .1 4.02 7. 42.3 7.0 4.44


Te!peratur 27 27 27 27 27 27


erat Pikno!eter 8 ir terkoreksi %;5& 44.1 74.0 34.2 73.7 34.0 74.71

erat Henis Tana$ %;2;1&/%;5;1&%;;2&< 2.52 2. 2.50 2.54 2.3 2.31

Berat %enis Tana< rata"rata &.50 &.'$


%*o&

%*o&







A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, K Sampel *



BATAS AIR DAN BATAS PLASTIS:ASTM D )316 " 6);

Penent+an Bata Cair

6o. *aan 1 2 5 3 7 4

erat -aan 8 tana$ #asa$ %gr!& 21.31 2.0 1.4 22.3 21. 20.40 20.50 21.13

erat -aan 8 tana$ Kering %gr!& 17. 1.15 13.24 17.4 17.54 17.0 17.50 17.73

erat -aan %gr!& .7 .3 . .74 .1 . .77 .20

erat air %gr!& .14 5.15 .70 .4 .3 .73 .00 .0

erat tana$ kering %gr!& 7.3 .1 3.7 4.20 4.17 7.11 7.7 4.53

Kaar air %& %9& 53.0 53.0 5. 5.3 5.7 52.44 4.4 .72

%9& 53.0 5.53 5.12 .23

Hu!la$ ketukan n< 12 22

Penent+an Bata P,ati

6o. *aan 10

erat -aan 8 tana$ #asa$ %gr!& 14.01 14.4 Li=i Limit :LL; :>; ? 50.'9

erat -aan 8 tana$ Kering %gr!& 15.41 13.24

erat -aan %gr!& .24 . #lasti@ Limit :#L; :>; ? **.4$

erat air %gr!& 2.20 2.10

erat tana$ kering %gr!& 3.5 3. #lasti@it- Ine :#I; :>; ? $.&9

Kaar air %& %9& .3 .12

%9& .1

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04

;1<

;2<

;

<

;

= ;1 ;

2<

;"= ;

2 ;

<

= ;

> ;

s ? 1009<

Kaar air ratarata %aJg

&

;1<

;2<

;<

;

= ;1 ;

2<

;"= ;

2 ;

<

= ;

> ;

s ? 1009<

Kaar air ratarata %aJg

&

10 100

4

2

3

50

5

54

32

%mla< Ketkan

Kaar Air :w ;







A M A * Lokasi * I M * Sampel *


DOSE * Tanggal peng2ian *

DATA UJI ANALISA GRADASI AGREGAT HALUS%"6I 013410&

omor omor Lang Berat Berat Berat

Urt Saringan Saringan :mm; A-ak A-ak C Bena U2i Bena U2i

A /4 A /4 .50 52.55 41.21 24.33

A A .75 .23 40.4 7.12

A 10 A 10 2.00 1.7 512.4 .2

A 20 A 20 0.45 .57 03.51 53.

A 0 A 0 0. 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Pan Pan 0.00 5.25 7.7 2.5

Total : 20.00



A /4 A /4 .50 52.55 41.21 24.33

A A .75 .23 40.4 7.12

A 10 A 10 2.00 1.7 512.4 .2

A 20 A 20 0.45 .57 03.51 53.

A 0 A 0 0. 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Pan Pan 0.00 5.25 7.7 2.5

Total : 20.00



A /4 A /4 .50 52.55 41.21 24.33

A A .75 .23 40.4 7.12

A 10 A 10 2.00 1.7 512.4 .2

A 20 A 20 0.45 .57 03.51 53.

A 0 A 0 0. 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Pan Pan 0.00 5.25 7.7 2.5

Total : 20.00








A M A * Lokasi *

I M * Sampel *



HASIL UJI ANALISA GRADASI AGREGAT HALUS%"6I 013410&

omor Lang Terta<an > Komlati

saringan saringan :mm; $ram > Tertinggal Lolos

A /4 .50 24.33 .44 .44 0.12

A .75 7.12 13.25 23.1 7.47

A 10 2.00 .2 .22 30.5 .35

A 20 0.45 53. 1.3 7. 20.01

A 0 0.25 0.04 1.42 .41 3.1

A 100 0.150 12.7 .27 4.07 1.

A 200 0.075 .05 1.05 .12 0.44

Pan 0.00 2.5 0.44 100.00 0.00

%mla< 20.00 100

0.52 ? 3.707 K,aiikai tanah :

1.5 @ ? 1.05

.35 $#"$M AA/1 2

LAB! MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL!"ETERAN PO!BO# 0$

D10

?

D30

? 3C ?

D50

?

0.000.010.101.0010.00

0

10

20

0

0

50

30

70

40

0

100

Ukran Btiran :mm;

#rosentase Lolos :>;

Le!pungLanauPasir

Kasar s/ "eang +alusKerikil







A M A * Lokasi *

I M * Sampel *



DATA A%AK UJI ANALISIS HIDROMETER %"6I 013410&



A 10 A 10 2.00 .23 40.4 7.12

A 20 A 20 0.45 1.7 512.4 .2

A 30 A 20 0.25 .57 03.51 53.

A 0 A 0 0.25 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Total : ABCE



A 10 A 10 2.00 .23 40.4 7.12

A 20 A 20 0.45 1.7 512.4 .2

A 30 A 20 0.25 .57 03.51 53.

A 0 A 0 0.25 13.5 53.31 0.04A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Total : ABCE



A 10 A 10 2.00 .23 40.4 7.12

A 20 A 20 0.45 1.7 512.4 .2

A 30 A 20 0.25 .57 03.51 53.

A 0 A 0 0.25 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7A 200 A 200 0.075 2.7 5.4 .05

Total : ABCE



A 10 A 10 2.00 .23 40.4 7.12

A 20 A 20 0.45 1.7 512.4 .2

A 30 A 20 0.25 .57 03.51 53.

A 0 A 0 0.25 13.5 53.31 0.04

A 100 A 100 0.150 24.07 01. 12.7

A 200 A 200 0.075 2.7 5.4 .05

Total : ABCE








A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, Sampel *



ANALISIS HIDROMETER :ASTM D )// " 4/;

ata Peng+ian:

6o!or +iro!eter : 472 erat jenis tana$ %'s& : 2.1

Koreksi Menis-us : 1 erat -onto$ tana$ : 50 gr

Koreksi t$ nol +i : 2.5

;aktu "elangTe!p

a-aan a-aan Terkoreksi Keala!an

L/t

Kor. Dia!eter Persentase

Pe!#a-aan ;aktu +iro!eter terkoreksi Meniskus C((ekti( T 's utiran Lolos

t %!in& Ba B- B L D%!!& %9&

%1& %2& %& %& %5& %3& %7& %4& %& %10& %11&

04.0 0

0.25

0.5 24.0 20.0 25.1 21.0 12.45 25.71 0.01 0.0374 52.7

1 24.0 1.0 2.1 20.0 1.02 1.02 0.01 0.04 50.34

2 24.0 17.5 22.3 14.5 1.23 3.3 0.01 0.0 7.52

5 24.0 15.5 20.3 13.5 1.5 2.72 0.01 0.0221 .1

10 24.0 1.5 1.3 15.5 1.73 1.4 0.01 0.0157 1.20

15 27.0 1.5 14.1 1.5 1.2 0. 0.015 0.010 4.14

0 27.0 12.0 13.3 1.0 1.17 0.7 0.015 0.00 5.0

30 27.0 11.0 15.3 12.0 1. 0.2 0.015 0.0033 2.2

120 27.0 10.0 1.3 11.0 1. 0.12 0.015 0.007 0.41

140 27.0 .0 1.3 10.0 1.33 0.04 0.015 0.00 24.71

20 27.0 4.5 1.1 .5 1.7 0.03 0.015 0.00 27.35

00 27.0 4.0 12.3 .0 1.42 0.05 0.015 0.000 23.30

30 27.0 7.5 12.1 4.5 1.0 0.0 0.015 0.0024 25.55

20 27.0 7.5 12.1 4.5 1.0 0.0 0.015 0.0023 25.55

10 23.0 7.0 11.2 4.0 1. 0.01 0.017 0.001 2.3

A6akan:

6o Dia. H!l. erat terta$an 9 Ku!ulati(

"aringan %!!& %'ra!& %'ra! & Terta$an Lolos

10 2.000 0.00 0.00 0.00 100.00

20 0.40 0.0 0.0 1.40 4.20

0 0.20 2.0 .0 3.30 .0

30 0.250 2.70 3.00 12.00 44.00

100 0.150 .00 10.00 20.00 40.00

200 0.075 .20 1.20 24.0 71.30

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX. 04 MALANG

o*

eratterta$an







A M A * Lokasi *




ANALISIS HIDROMETER :ASTM D )// " 4/;

Catatan:

= 71.30 9

= 0.00 9

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX. 04 MALANG

Prosentase lolos yakan 6o.200 %75µ!&

Prosentase terta$an yakan 6o. %.75!!&

6o.

6o

.10

6o.20

6o.0

6o.100

6o

0.000.010.101.0010.00

0

10

20

0

0

50

30

70

40

0

100

Ukran Btiran :mm ;

#rosentase Lolos :>;

Le!pungLanau

Pasir

Kasar s/ "eang +alus K e r i k i l



Ta#el 3.1 Koreksi %*t& ter$aap te!peratur

Te!p*t

% * &

15 1.10

13 0.0

17 0.70

14 0.501 0.0

20 0.00

21 0.20

22 0.0

2 0.70

2 1.00

25 1.0

23 1.35

27 2.00

24 2.50

2 .05

0 .40

Ta#el 3.5 6ilai L %C((e-tiJe Dept$&

a-aan

+iro koreksi % L &

% B &

0 13.

1 13.1

2 13.0

15.4

15.3

5 15.5

3 15.7 15.2

4 15.0

1.4

10 1.7

11 1.5

12 1.

1 1.2

1 1.0

15 1.4

13 1.7

17 1.5

14 1.1 1.2

20 1.0

21 12.

22 12.7

2 12.5

2 12.

25 12.2

23 12.0

27 11.

14 16 18 20 22 24 26 28 30 32

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00

5.00

f(x) = 0.0012248287x^3 - 0.0692305566x^2 + 1.5106206079x - 12.35952267

Ct

0 10 20 30 40 50 60

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

f(x) = - 0.1639397144x + 16.2968799577

L



24 11.7

2 11.5

0 11.

1 11.2

2 11.1

10.

10.7

5 10.53 10.

7 10.2

4 10.1

.

0 .7

1 .3

2 .

.2

.1

5 4.

3 4.4

7 4.34 4.

4.

50 4.1

51 7.

52 7.4

5 7.3

5 7.

55 7.

53 7.1

57 7.0

54 3.4

5 3.330 3.5



Ta#el 3.2 Koreksi %a& ter$aap te!peratur erat Henis %'s&

's a

2.45 0.3

2.4 0.7

2.75 0.4

2.7 0.2.35 1.00

2.3 1.01

2.55 1.02

2.5 1.0

Ta#el 3. 6ilai L %C((e-tiJe Dept$&

6ilai K %Koreksi ter$aap Te!peratur an '"&

Te!p erat Henis Tana$ %'s&

% * & 2.5 2.55 2.3 2.35 2.7 2.75 2.4 2.45

13 0.0151 0.014 0.013 0.01

17 0.01 0.013 0.01 0.012

14 0.014 0.01 0.012 0.010

1 0.015 0.01 0.010 0.014

20 0.01 0.011 0.01 0.017

21 0.011 0.01 0.017 0.01522 0.010 0.017 0.015 0,0p

2 0.014 0.013 0.01

2 0.017 0.01 0.012

25 0.015 0.01 0.011

23 0.01 0.011 0.012

27 0.012 0.010 0.0124

24 0.010 0.0124 0.0123

2 0.012 0.0127 0.0125

0 0.0124 0.0123 0.012

5

70

2.45 2.5 2.55 2.6 2.65 2.7 2.75 2.8 2.85

0.90

0.92

0.94

0.96

0.98

1.00

1.02

1.04

1.06

f(x) = - 0.2166666667x + 1.5758333333

a



2.9







A M A * Lokasi *




PEMADATAN TANAH:ASTM D"15;

Pemadatan tandar : tandart (Pro"tor)

Dia!. *etakan : -! Tinggi *etakan : 11.5 -! 42

Hu!la$ Lapis : H!l Tu!#ukan : 25 kali rt Penu!#uk : 2.5 kg

Penent+an Kadar Air

6o. -onto$ 1 2

6o. -aan 1 2 5 3 7 4

erat tana$ #asa$ 8 -aan %gr!& .47 .15 5.75 7.33 0.41 1.3 30.05 5.45

erat -ana$ kering 8 -aan %gr!& .70 2.03 2.42 .51 5.4 3.1 .34 .31

erat air %gr!& 1.17 1.0 2. .15 5. 5.24 10.7 10.2

erat -aan %gr!& .2 .20 .5 . .5 . . .5

erat tana$ kering %gr!& 2.1 22.43 2.7 25.12 23.1 23.4 0. 0.23

%9& .7 .77 12.4 12.5 20.0 1.57 25.71 25.

Penent+an Ke7adatan

6o. -onto$ 1 2

Kaar air %9& .74 12.51 1.4 25.57

erat tana$ 8 -etakan %gr!& 321 300 3513 3225

erat -etakan %gr!& 537 537 537 537

erat tana$ #asa$ 137 14 1 1354

erat isi tana$ #asa$ 1.70 1.47 1.4 1.3

erat isi tana$ kering 1.327 1.35 1.35 1.

Kaar ir pti!u! : 1/&0 9, Kepaatan Kering Maks. : 1&410

LAB! MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL!"ETERAN PO!BO#!0$

@olu!e @t< : -!

;1<

;2<

;

= ;1 ;

2<

;<

;"= ;

2 ;

<

Kaar air, (w) = ;

> ;

s ? 1009<

aJrg

<

; <

;<

;t= ;

;

< %gr/-!&

γ t = ;

t > @

t< %gr/-!&

γ ry

= γ t > %1 8 &< %gr/-!&

gr!/-!

2 3 4 10 12 1 13 14 20 22 2 23 24 0

1.0

1.5

1.0

1.5

1.50

1.55

1.30

1.35

1.70

1.75

1.40

Kaar air :>;

Berat isi tana< kering :kg.@@;







A M A * Lokasi *



DOSE * B!"01 . 0/,0 m s. 1,00 mTgl& peng2ian *

BR LABORATORIUM (ASTM 13 " ) " (S$ &3"144"1''&)

#er<itngan Kaar Air #er<itngan Berat Isi Tana<

6o *onto$ 1 2 erat Tana$ 8 *etakan %gra!& 454 erat Tana$ asa$ 8 *aan %gra!& 2.00 .0 erat *etakan %gra!& 7

erat Tana$ Kering 8 *aan %gra!& . 0. erat Tana$ %gra!& 305

erat ir %gra!& 2.51 2.31 Dia!eter *etakan %-!& 15.2

erat *aan %gra!& .2 .20 Tinggi *etakan %-!& 11.35

erat Tana$ Kering %gra!& 0.20 1.2 @olu!e *etakan 211

Kaar ir 9 4.1 4.3 erat Isi Tana$ asa$ 1.71

Kadar Air rata-rata > 6&33 Berat 8i anah Kering 1&4

Beban - Penetrai

Penetrasi tas aa$

a-aan e#an a-aan e#an

%!!& %iJ& %l#(& %iJ& %l#(&

0.0 0 0 0 0

0.5 27 75 2 44

1.0 53 13 54 151

1.5 45 214 7 20

2.0 112 24 4 250

2.5 15 0 115 21

.0 154 7 12 23

.5 14 7 1 30

.0 200 500 132 07

.5 21 57 175

5.0 2 53 22 57

7.5 41 24 71

10.0 107 57 445

12.5 512 1233 20 100

eria, k

Penetrasi %!!& tas aa$

2.5 5.0 2.5 5.0

BR 11&)/ 13&+ +&+1 1/&+4

10&54

13&/6

atata*

BRrenaman / <ari *

2,1 !! = 2.4 9

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL! "ETERAN PO BO# 0$

;1<

;2<

;

= ;1 ;

2<

;<

;"= ;

2 ;

< %-!&

= ;

> ;

s ? 1009< %gra!/-!&

aJrg

< :gram.@m3;

BR/, mm

BR,0 mm

sw+llig =

0.0 2.5 5.0 7.5 10.0 12.5 15.0

0

100

200

00

00

500

300

700

400

00

1,000

1,100

1,200

1,00

tas

Polyno!i al %tas&

#enetrasi :mm;

Bean :l;







A M A * Lokasi *

I M * %l& Soekarno Sampel *


DOSE * B!"01 . 0/, Tanggal peng2ian *

PENETRASI KERUUT DINAMIS

% Dyna!i- *one Penetro!eter / D*P &

itik o. 0$

a-aan n $ %-!& D *B

0 0 .0 "

'*.$

1 2 7.3 1. 0.7 33&+ .52

2 3.5 1.1 0. 5+&3 .52

5 . 2.2 0. 5&5) 4.5

5 2.4 1.5 0. 64&1) 3.35

5 5 1.0 1.4 0. 40&+6 7.5

3 5 4.4 1.2 0.2 11/&01 5.74

7 5 47.5 2. 0.5 3&66 4.3

4 5 43.3 0. 0.2 1)&6/ .4

5 4.7 2. 0.3 )1&1 10.0

10 5 42.1 1.3 0. 61&0) 3.2

&.0

11 5 40. 1.4 0. 40&+6 7.5

12 5 74.4 1.5 0. 64&1) 3.35

1 5 73.3 2.2 0. 5&5) 4.5

1 5 71. 5. 1.1 /1&05 1.3

15 5 3.4 7.5 1.5 1)&/ 14.14

itik o. 0&

a-aan n $ %-!& D *B

0 0 100.0 "

rr:50&

1 2 100.0 0.0 0.0 Err*0/ Crr:502

2 100.0 0.0 0.0 Err*0/ Crr:502

5 100.0 0.0 0.0 Err*0/ Crr:502

5 100.0 0.0 0.0 Err*0/ Crr:502

5 5 100.0 0.0 0.0 Err*0/ Crr:502

3 5 100.0 0.0 0.0 Err*0/ Crr:502

7 5 100.0 0.0 0.0 Err*0/ Crr:5024 5 100.0 0.0 0.0 Err*0/ Crr:502

5 100.0 0.0 0.0 Err*0/ Crr:502

10 5 100.0 0.0 0.0 Err*0/ Crr:502

rr:50&

11 5 100.0 0.0 0.0 Err*0/ Crr:502

12 5 100.0 0.0 0.0 Err*0/ Crr:502

1 5 100.0 0.0 0.0 Err*0/ Crr:502

1 5 100.0 0.0 0.0 Err*0/ Crr:502

15 5 100.0 0.0 0.0 Err*0/ Crr:502

itik o. 0*

a-aan n $ %-!& D *B

0 0 4.4 "

5.4

1 5 5. . 0.7 3)&41 11.0

2 5 .2 1.2 0.2 11/&01 5.74

5 2. 1. 0. 55&4+ 7.71

5 0. 2.0 0. 53&0 7.3

5 5 44. 2.0 0. 53&0 7.3

3 5 47.2 1.1 0.2 1/3&3 5.4

7 5 43.2 1.0 0.2 134&1 5.13

4 5 45. 0. 0.2 1)&6/ .4

5 4.3 0.7 0.1 /0&)0 .1

10 10 4.1 0.5 0.1 5)&1/ .

'$.*5

11 5 4.4 0. 0.1 3/&6/ 2.

12 5 4.7 0.1 0.0 1633&4 1.22

1 5 4. 0. 0.1 36&0 2.1

1 5 4.0 0. 0.1 3/&6/ 2.

15 5 42. 0.1 0.0 1633&4 1.22

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG

∆D %-!& ∆D. *B0. *BaJg

∆D %-!& ∆D. *B0. *BaJg

∆D %-!& ∆D. *B0. *BaJg





Jl. Veteran PO.BOX 04 Malang 6!4"Tel#. $0%4!& ''0 (a). $0%4!& ''0e*a+l , *e-tan.#l+ne*a/g*a+l.* 1 *e-tan.#l+ne*a/2a3.*

A M A * Lokasi *

I M * Sampel *



PENETRASI KERUUT DINAMIS( D&'*+ ,' P'.,. / DP )

LABORATORIUM MEKANIKA TANAH POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04 MALANG

0 20 0 30 40 100

0

10

20

0

0

50

30

70

40

0

100

itik o. 04

ilai BR :>;

Kealaman :@m;

0 20 0 30 40 100

0

10

20

0

0

50

30

70

40

0

100

itik o. 04

ilai BR :>;

Kealaman :@m;

0 20 0 30 40 100

0

10

20

0

0

50

30

70

40

0

100

itik o. 04

ilai BR :>;

Kealaman :@m;







A M A * Lokasi *

I M * %l& Soekarno " !atta no& Sampel *


DOSE * B!"01 . 0/,0 m s. 1,00Tanggal peng2ian *

AASHTO T-191-61

Titik S 01 S 0/ S 03

0 0 0

%-!& 0 0 0

erat aal siliner 8 pasir %gra!& 3040 3220 5440

erat ak$ir siliner 8 pasir %gra!& 400 400 320

erat pasir i siliner 8 keru-ut %gra!& 1240 120 1230

erat pasir i keru-ut %gra!& 4 4 4

erat pasir i lu#ang %gra!& 42 42 422

erat isi pasir 1.5 1.5 1.5

@olu!e lu#ang 540 373 533

erat tana$ #asa$ %gra!& 130 1500 1230

erat isi tana$ #asa$ 2. 2.22 2.2

Kaar air %9& 5.02 .34 .

Berat isi tana< kering :lap&; /&/3 /&1/ /&1/

erat isi tana$ kering %la#.& 2.17 2.17 2.17

Dera2at kepaatan i lap& D :>; 10/&+> +4&5> +4&4>

Kalirasi #asir U2i an Alat

erat ta#ung kali#rasi 8 air %gra!& 175 ,+t+raga *

erat ta#ung kali#rasi 8 pasir %gra!& 70

erat ta#ung kali#rasi %gra!& 200

@ol ta#ung = #erat air 1171

erat pasir %gra!& 1700

Berat isi pasir 1&)

erat aal siliner 8 pasir %gra!&3031

erat ak$ir siliner 8 pasir %gra!& 532

Berat pasir i ker@t :gram; )36

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04

KERUUT PASIR (SAND CONE)

Lapisan (,a6er)

Teal lapisan (,a6er)

4

10

= %4

&

3 = %

5&

11

= %10

3&

γ san

%gr/-!&

@$ = %

11/ γ

san& %-!&

%7&

γ et

= %7 /

@

$& %gr/-!&

"iel:gr.@m3;

γ la#

%gr/-!&

2 γ (iel = γ et / %1 8 &

1

D = γ (iel

/ γ la#

%

1& %-!& γ

la# = γ

ry !aks= MDD

%2

1&

san:gr.@m3;

5

w5 ? :w

) "w

;







A M A * Lokasi *



DOSE * B!"01 . 0/,0 m s. 1,00 Tanggal peng2ian *

PENENTUAN KADAR AIR

(ASTM D 2216-80)


6o -aan 1 2 5 3

erat -aan %gra!& .7 .2 .22 .75 .1 .27



erat air %gra!& 0.77 0.4 0.77 0.74 0.5 0.72

erat tana$ kering %gra!& 1.31 1.17 1.10 1.3 12.04 1.7

%9& 5.33 .4 .0 5. .44 .4

%9& 5.0& 4.' 4.9*

Titik S 0) S 0

6o -aan 7 4 10

erat -aan %gra!& 10.03 . .31 15.7

erat -aan 8 tn$ #asa$ %gra!& 25.05 23.1 1.3 5.00

erat -aan 8 tn$ kering %gra!& 2.42 2.7 2.5 .

erat air %gra!& 1.2 1.3 1.7 1.33

erat tana$ kering %gra!& 1.73 15.0 20. 17.55

%9& 4. .4 4.55 .3

%9& 9.&$ 9.0$

LAB& MEKAIKA TAA! " #OLITEKIK E$ERI MALA$ %L&'ETERA #O&BO( 0)

Kaar air (w)

Kaar air ratarata (w a-g

)

Kaar air (w)

Kaar air ratarata (w a-g

)



AASHTO T-191-61


0 0 0

%-!& 0 0 0

erat aal ta#ung 8 pasir %gra!& 3040 3220 5440

erat ak$ir ta#ung 8 pasir %gra!& 400 400 320

rt. psr ilu#ang 8 keru-ut %gra!& 1240 120 1230

erat pasir i keru-ut %gra!& 4 4 4

erat pasir i lu#ang %gra!& 42 42 422

erat isi pasir 1.5 1.5 1.5

@olu!e lu#ang 540 373 533

erat tana$ #asa$ %gra!& 130 1500 1230

erat isi tana$ #asa$ 2. 2.22 2.2

Kaar air %9& ABCE ABCE ABCE

Berat isi tana< kering :lap&; 7RE89 7RE89 7RE89

erat isi tana$ kering %la#.& 2.17 2.17 2.17

Dera2at kepaatan i lap& D :>; 7RE89 7RE89 7RE89

Kalirasi #asir U2i an Alat

erat t#. kali#rasi 8 air %gra!& 175 ,+t+raga *

erat t#. kali#rasi 8 pasir %gra!& 70

erat ta#ung kali#rasi %gra!& 200

@ol ta#ung = #erat air 1171

erat pasir %gra!& 1700

Berat isi pasir 1&)

erat aal ta#ung 8 pasir %gra!& 3031

erat ak$ir ta#ung 8 pasir %gra!& 532

Berat pasir i ker@t :gram; )36

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL!"ETERAN PO!BO# 0$

KERUUT PASIR (SAND CONE)

Lapisan (,a6er)

Teal lapisan (,a6er)

3

7

%3

7&

%

5&

10

γ san

%gr/-!&

@$ %-!&

%4

&

γ et

%gr/-!&

"iel:gr.@m3;

γ la# %gr/-!&

2

10

= %3

7& %

5&

1

@$

= 10

/ γ san

%

1& %-!& γ

et = %

4

& / @

$

%2

1& γ

(iel= γ

et / %1 8 &

san:gr.@m3; D = γ

(iel / γ

la#

γ san

= %2

1& / %

1&

5

:w) "

w;







A M A * Lokasi *

I M * Sampel *



GESER LANGSUNG

(ASTM D 3080 - 82)

Luas -onto$ : 3.0 Kaar air : .50 9 1.

o& onto< 1 / 3

rt. tana$ %kg& 15.73 141.2 20.00

e#an 6 %kg& 7.50 15.00 22.50

0.204 0.17 0.325Begangan a-aan 'aya Teg. a-aan 'aya Teg. a-aan 'aya Teg.

$orisontal e#an 'eser 'eser e#an 'eser 'eser e#an 'eser 'eser

%!!& %iJ& %kg& %iJ& %kg& %iJ& %kg&

0.00 0 0.00 0.000 0 0.00 0.000 0 0.00 0.000

0.20 7 1.05 0.02 7 7.05 0.13 0 .50 0.125

0.0 25 .75 0.10 37 10.05 0.27 57 4.55 0.24

0.30 .5 0.14 40 12.00 0. 3 10.5 0.244

0.40 0 3.00 0.137 47 1.05 0.3 7 11.45 0.2

1.00 50 7.50 0.204 1.5 0.44 4 12.30 0.50

1.20 5 7.5 0.221 4 1.70 0.04 4 12.30 0.50

1.0 57 4.55 0.24 102 15.0 0.25 45 12.75 0.5

1.30 31 .15 0.25 104 13.20 0.50 101 15.15 0.21

1.40 3 .30 0.237 11 13.5 0.71 107 13.05 0.3

2.00 34 10.20 0.24 115 17.25 0.7 117 17.55 0.44

2.20 7 10.5 0.0 114 17.70 0.2 125 14.75 0.521

2.0 77 11.55 0.21 122 14.0 0.504 11 1.35 0.53

2.30 7 11.45 0.2 122 14.0 0.504 10 21.00 0.54

2.40 42 12.0 0.2 127 1.05 0.52 17 22.05 0.31

.00 42 12.0 0.2 127 1.05 0.52 157 2.55 0.35

.20 42 12.0 0.2 10 1.50 0.52 137 25.05 0.33

.0 1 20.10 0.554 17 25.5 0.721

.30 1 20.10 0.554 174 23.70 0.72

.40 1 20.10 0.554 14 27.5 0.73

.00 144 24.20 0.74

.20 1 2.10 0.404

.0 17 2.55 0.421

.30 20 0.30 0.450

.40 207 1.05 0.43

5.00 210 1.50 0.475

5.20 210 1.50 0.475

5.0 21 1.5 0.444

5.30 215 2.25 0.43

5.40 215 2.25 0.43

3.00 220 .00 0.17

3.20 220 .00 0.17

3.0 222 .0 0.25

3.30 222 .0 0.25

3.40 222 .0 0.25

7.00

7.20

7.0

7.30

7.40

4.00

4.20

4.0

4.30

4.40

.00

.20

.0

.30

.40

10.00

10.20

-!2 γ t : gr/-!

n %kg/-!2

&

%kg/-!2& %kg/-!2& %kg/-!2&







A M A * Lokasi *

I M * %l& Soekarno " Sampel *


DOSE * B!"01 . 0/,0 Tanggal peng2ian *

PENGUJIAN KUAT TEKAN BEBAS(ASTM D2166 - 8)

Data onto< tana< *

Dia!eter = 7.50 !! Luas / o = 11.05

Tinggi %lo& = 41.00 !! erat tana$ = 17.7 gr

a-aan regangan a-aan #e#an De(or!asi )nit strain %9& 6ilai e#an

%iJ& %iJ& P

0 0.0 0.00 0.000 11.0 0.00 0.00

20 2.0 0.20 0.27 11.073 1.27 0.11

0 .0 0.0 0. 11.10 1.55 0.10

30 3.0 0.30 0.71 11.12 1.4 0.135

40 .0 0.40 0.44 11.15 2.23 0.20

100 12.0 1.00 1.25 11.147 2.3 0.20

120 13.0 1.20 1.41 11.215 .23 0.20

10 21.0 1.0 1.724 11.2 .7 0.5

130 23.0 1.30 1.75 11.272 .34 0.15

140 1.0 1.40 2.222 11.00 5. 0.77

200 3.0 2.00 2.3 11.2 3.10 0.5

220 2.0 2.20 2.713 11.54 3.3 0.31

20 3.0 2.0 2.3 11.43 7.5 0.331

230 50.0 2.30 .210 11.13 4.10 0.70

240 5.0 2.40 .57 11.5 4.33 0.757

00 53.0 .00 .70 11.7 4.5 0.74020 5.0 .20 .51 11.50 .4 0.415

0

30

40

00

20

0

30

40

500

520

50

530

540

300

320

30

330

340

700

720

70

730

740

400

420

40430

440

00

LABORATORIUM MEKANIKA TANAH POLITEKNIK NEGERI MALANG

-!2

Luasterkoreksi

TeganganeJiator

∆l ε = ∆l / lo N = o/%1ε& σ = P / N







A M A * Lokasi *




PENGUJIAN UJI TEKAN BEBAS

(ASTM D2166 - 8)

onto< Tana<UDS

%)D"/D"&

erat Isi 1.3

erat Henis 2.7

Kaar ir 9 .50

Beg. Buntu$ 9 .51

Ko$esi 0.04

atata*


gr/-!

kg/-!2

0.0 0.5 1.0 1.5 2.0 2.5 .0 .5 .0 .5 5.0

0.00

0.10

0.20

0.0

0.0

0.50

0.30

0.70

0.40

0.0

1.00

Regangan :>;

Tegangan DeFiator :kg.@m/;

0.0 0.5 1.0 1.5 2.0 2.5 .0

0.0

0.5

1.0

1.5

2.0

Tegangan ormal :kg.@m/;

Tegangan $eser :kg.@m/;

φ = 1,52ο





Jl. Veteran PO.BOX 04 Malang 6!4"Tel#. $0%4!& ''0 (a). $0%4!& ''0e*a+l , *e-tan.#l+ne*a/g*a+l.* 1 *e-tan.#l+ne*a/2a3.*

A M A * Lokasi *

I M * %l& Soekarno " !atta no& +, Ko-a Malang Sampel *



PENGUJIAN TRIAKSIAL:ASTM D/60"64;

6o -onto$ : 6o -onto$ :

Dia!eter 4.00 !! Luas / o 11.5 -!G Dia!eter 4.00 !! Luas / o 11.5 -!G

Tinggi %lo& 40.00 !! erat tana$ 11.34 gr Tinggi %lo& 40.00 !! erat tana$ 17.01 gr

De(or!asi )nit strain De(or!asi )nit strain

%iJ& %iJ& P %iJ& %iJ& P

0 0.0 0 0 11.0 0 0 0 0.0 0 0 11.0 0 0

20 10.0 0.20 0.00 11.34 2.07 0.20 20 .0 0.20 0.00 11.34 1.20 0.113

0 1.0 0.0 0.005 11.7 2.471 0.252 0 3.0 0.0 0.005 11.7 1.7 0.15

30 15.0 0.30 0.004 11.23 .012 0.23 30 4.0 0.30 0.004 11.23 2.025 0.177

40 13.0 0.40 0.010 11.55 .15 0.275 40 11.0 0.40 0.010 11.55 2.4 0.21

100 17.0 1.00 0.01 11.4 .25 0.247 100 12.0 1.00 0.01 11.4 2.54 0.225

120 17.0 1.20 0.015 11.51 .25 0.243 120 1.0 1.20 0.015 11.51 2.70 0.27

10 17.0 1.0 0.014 11.52 .25 0.245 10 15.0 1.0 0.014 11.52 .012 0.231

130 130

140 140

200 200

220 220

20 20

230 230

240 240

00 00

20 20

0 0

30 30

40 40

00 00

20 20

0 0

30 30

40 40

500 500

520 520

50 50

530 530

540 540

300 300

320 320

30 30

330 330340 340

700 700

720 720

70 70

730 730

740 740

400 14.0 4.00 0.100 12.300 .3 0.27 400 13.0 4.00 0.100 12.300 .15 0.250

420 14.0 4.20 0.10 12.35 .3 0.272 420 17.0 4.20 0.10 12.35 .25 0.231

40 14.0 4.0 0.105 12.370 .3 0.271 40 14.0 4.0 0.105 12.370 .3 0.271

430 14.0 4.30 0.104 12.703 .3 0.270 430 1.0 4.30 0.104 12.703 .577 0.241

440 14.5 4.40 0.110 12.72 .503 0.275 440 20.0 4.40 0.110 12.72 .714 0.22

00 14.5 .00 0.11 12.777 .503 0.27 00 20.0 .00 0.11 12.777 .714 0.21

20 1.0 .20 0.115 12.41 .577 0.27 20 21.0 .20 0.115 12.41 .45 0.01

0 1.0 .0 0.114 12.450 .577 0.274 0 22.0 .0 0.114 12.450 .000 0.11

30 1.5 .30 0.120 12.443 .37 0.24 30 22.0 .30 0.120 12.443 .000 0.10

40 20.0 .40 0.12 12.2 .714 0.244 40 2.0 .40 0.12 12.2 .11 0.20

1000 1000

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX.04 MALANG

Teg. Keliling = 1.0 kg/-!G Teg. Keliling = 2.0 kg/-!G

a-aanregangan

a-aan#e#an

Luasterkoreksi

6ilaie#an

TeganganeJiator

a-aanregangan

a-aan#e#an

Luasterkoreksi

6ilaie#an

TeganganeJiator

∆l ε = ∆l / lo N = o/%1ε& σ = P / N ∆l ε = ∆l / lo N = o/%1ε& σ = P / N







A M A * Lokasi *




PENGUJIAN TRIAKSIAL(ASTM D280 - 87)

Henis Pengujian UU " Test

6o. *onto$ 1 2

Tekanan lateral 1.00 2.00

Tegangan eJiator 0.1 0.5

Begangan runtu$ 9 . .

erat isi 1.53 1.51

Kaar air 9 3.22 3.22

erat jenis 2.5 2.5

Ko$esi 0&1)

"uut geser ala! eg 1&01

atata *

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX.04 MALANG

kg/-!2

kg/-!2

gr/-!

kg/-!2

0.0 0.5 1.0 1.5 2.0 2.5 .0 .5 .0

0.0

0.

0.4

1.2

1.3

2.0

Tegangan ormal :kg.@m/;

Tegangan $eser :kg.@m/;

φ = 1,52ο

0.0 2.0 .0 3.0 4.0

0.00

0.05

0.10

0.15

0.20

0.25

0.0

0.5

0.0

100 kPa 200 kPa

Regangan :>;

Tegangan eFiator :kg.@m/;







A M A * Lokasi * A M A

I M * Sampel * I M

Kelompok * Titik.kealaman * Kelompok

DOSE * Tanggal peng2ian * DOSE

KONSOLIDASI(ASTM D2$3-80)

KADAR AIR SESUDA! :AK!IR;

Tana$8*in-in %#asa$& : 51.4

Tana$8*in-in %kering& : 4.0

erat *in-in : .11

BAAA #EURUA

C6 15O 1 2.15 3.15 12.15 13 25 3

500 .340 .300 .520 .0 .40 .5 .05 .240 .230 .20

1,000 .10 .030 .000 4.0 4.40 4.450 4.420 4.400 4.770 4.750

2,000 4.30 4.50 4.25 4.0 4.230 4.210 4.170 4.150 4.110 4.00

,000 7.50 7.70 7.30 7.50 7.50 7.0 7.50 7.20 7.240 7.230

4,000 7.00 3.450 3.700 3.540 3.505 3.0 3.05 3.40 3.30 3.5

13,000 3.040 5.10 5.710 5.50 5.500 5.30 5.10 5.45 5.0 5.25

4,000 5.10

2,000 5.750

0.50 1.00 1.7 2.00 2.4 .00 . .00 5.00 3.00




erat *in-in : .11

BAAA #EURUA

C6 15O 1 2.15 3.15 12.15 13 25 3

500 .340 .300 .520 .0 .40 .5 .05 .240 .230 .20

1,000 .10 .030 .000 4.0 4.40 4.450 4.420 4.400 4.770 4.750

2,000 4.30 4.50 4.25 4.0 4.230 4.210 4.170 4.150 4.110 4.00

,000 7.50 7.70 7.30 7.50 7.50 7.0 7.50 7.20 7.240 7.230

4,000 7.00 3.450 3.700 3.540 3.505 3.0 3.05 3.40 3.30 3.5

13,000 3.040 5.10 5.710 5.50 5.500 5.30 5.10 5.45 5.0 5.25

4,000 5.10

2,000 5.75

0

0.50 1.00 1.7 2.00 2.4 .00 . .00 5.00 3.00




erat *in-in : .11

BAAA #EURUA

C6 15O 1 2.15 3.15 12.15 13 25 3

500 .340 .300 .520 .0 .40 .5 .05 .240 .230 .20

1,000 .10 .030 .000 4.0 4.40 4.450 4.420 4.400 4.770 4.750

2,000 4.30 4.50 4.25 4.0 4.230 4.210 4.170 4.150 4.110 4.00

,000 7.50 7.70 7.30 7.50 7.50 7.0 7.50 7.20 7.240 7.230

4,000 7.00 3.450 3.700 3.540 3.505 3.0 3.05 3.40 3.30 3.513,000 3.040 5.10 5.710 5.50 5.500 5.30 5.10 5.45 5.0 5.25

4,000 5.10

2,000 5.75

0

0.50 1.00 1.7 2.00 2.4 .00 . .00 5.00 3.00

LAB. MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX.04 MALANG

Menent

0.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10

0.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10

0.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10







* Lokasi *

* Sampel *

* Titik.kealaman *

* Tanggal peng2ian *


e#an = 500 kg e#an = 1,000 kg

e#an = 2,000 kg e#an = ,000 kg

e#an = 4,000 kg e#an = 13,000 kg


an t+0

Metoe Ta-lor *

1.00 2.00 .00 .00 5.00 3.00 7.00 0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10

1.00 2.00 .00 .00 5.00 3.00 7.00 0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10

1.00 2.00 .00 .00 5.00 3.00 7.00 0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

5.0

5.0

5.50

5.30

5.70

5.40

5.0

3.00

3.10







A M A * Lokasi *




BERAT JENIS TANAH UNTUK KONSOLIDASI:ASTM D 6)"63;

Titik B!"01 B!"01

Keala!an %!& 0/,0 " 03,00 0),0 " 0,00

6o. Pikno!eter * D C

erat Pikno!eter %;1& %gra!& 2.3 1.1 5.17 23. 20.57 0.33

erat Pikno!eter 8 Tana$ kering %;2& %gra!& .7 2.14 5.1 3.7 0.32 0.34


erat Pikno!eter 8 Tana$ Kering 8 ir %;& %gra!& 4.7 7.5 .5 43. 75.27 43.7


Te!peratur 27 27 27 27 27 27


erat Pikno!eter 8 ir terkoreksi %;5& 74. 34.52 44. 40.5 3. 40.

erat Henis Tana$ %;2;1&/%;5;1&%;;2&< 2. 2.4 2.1 2.7 2.3 2.4

Berat %enis Tana< rata"rata &.4$ &.*





A M A * Lokasi * 0

I M * %l& Soekarno " !atta no& +, Ko-a Sampel * 0

Kelompok * Titik.kealaman * 0


BERAT JENIS TANAH UNTUK KONSOLIDASI

:ASTM D 6)"63;

Titik B!"01 B!"01

Keala!an %!& 10,0 " 11,00 1),0 " 1,00

6o. Pikno!eter ' + I H K L

erat Pikno!eter %;1& %gra!& 2.0 27.73 1.4 23.33 14.5 2.14

erat Pikno!eter 8 Tana$ kering %;2& %gra!& 2.3 7.77 2.52 3.72 24.53 .1


erat Pikno!eter 8 Tana$ Kering 8 ir %;& %gra!& .1 4.02 7. 42.3 7.0 4.44


Te!peratur 27 27 27 27 27 27


erat Pikno!eter 8 ir terkoreksi %;5& 44.1 74.0 34.2 73.7 34.0 74.71

erat Henis Tana$ %;2;1&/%;5;1&%;;2&< 2.52 2. 2.50 2.54 2.3 2.31

Berat %enis Tana< rata"rata &.50 &.'$


%*o&

%*o&



KEMENTERIAN PENDIDIKAN NASIONAL




Kelompok Tgl& peng2ian

Lokasi Di2i ole<

Sampel Dikontrol ole<

Titik.Kealaman


Dia!eter -onto$ : 5.00 -! : .33 9

Luas -onto$ : 1.3 -!G ;t : 2.7 gra!

erat Henis Tana$ : 2. Tinggi #utir tana$ %aal& 2 +o : 3.2 !!

Pe!#erian Pe!#a-aan Per#eaan Peru#a$an Tinggi ngka Pori

T0

Koe(isien

e#an Tegangan k$ir Penurunan tinggi -onto$ ruang 2+2+0 Konsoliasi

%P& %p& Pe!#e#anan %2+& pori 2+0 %*J&

%kg& %kg/-!G& %!!& %!!& %!!& %!!& etik %!!G/et&

%1& %2& %& %& %5& %3& %7& %4& %&

0.00 0.00 10.000 15.000 4.731 1.0

0.730

0.50 0.25 .20 1.20 4.001 1.24 30 0.05

0.0

1.00 0.50 4.750 1.750 7.511 1.20 30 0.02

0.330

2.00 1.00 4.00 1.00 3.451 1.04 75 0.0

0.40

.00 2.00 7.230 12.230 3.021 0.35 75 0.0

0.15

4.00 .00 3.5 11.5 5.103 0.41 75 0.07

1.020

13.00 4.00 5.25 10.25 .043 0.355 50 0.02

%0.045&

4.00 .00 5.10 10.10 .171 0.33

%0.25&

2.00 1.00 5.75 10.75 .3 0.721

5.75

0.00 0.00 0.000 5.000 %1.2& %0.1&

atata*


* #emangnan #ro-ek TUM : 20/0/2011

* Kalimantan : Yn

* Tana< Asli :3ndit+rbed ; : Ms

* B!"0 . 10,00 m

Data #eng2ian *

Kaar air (air)

erat -onto$ (air)

∆+







#ro-ek * #emangnan #ro-ek TUM Tgl& peng2ian : 20/0/2011

Lokasi * Kalimantan Di2i ole< : Yn

Sampel * Tana< Asli :Unistre; Dikontrol ole< : Ms

Titik.Kealaman * B!"0 . 10,00 m

KONSOLIDASI(ASTM D2435-80)


0.1 1 10 100

0.00

0.02

0.0

0.03

0.04

Tegangan :kg.@mG;

KoeD& Konsoli,asi

@F :mmG.,et;

0.10 1.00 10.00 100.00

0.0

0.50

0.30

0.70

0.40

0.0

1.00

1.10

1.20

1.0

1.0

1.50

Tegangan :kg.@mG;

Angka #ori :e;







Kelompok Tgl& peng2ian

Lokasi Di2i ole< Sampel Dikontrol ole<

Titik.Kealaman


Dia!eter -onto$ : -! :

Luas -onto$ : -!G ;t : gra!

rt. Henis Tana$ : Tinggi #utir tn$ %aal& 2 +o : !!

BAAA #EURUA

C6 15O 1 2.15 3.15 12.15 13 25 3

500

1,000

2,000

,000

4,000

13,000

4,000 Kaar air ak$ir : Tana$8*in-in %#asa$& :

2,000 Tana$8*in-in %kering& :

0 erat *in-in :

Dia!eter -onto$ : -! :

Luas -onto$ : -!G ;t : gra!

rt. Henis Tana$ : Tinggi #utir tn$ %aal& 2 +o : !!

BAAA #EURUA

C6 15O 1 2.15 3.15 12.15 13 25 3

500

1,000

2,000

,000

4,000

13,000

4,000 Kaar air ak$ir : Tana$8*in-in %#asa$& :

2,000 Tana$8*in-in %kering& :

0 erat *in-in :


* #emangnan #ro-ek TUM : 20/0/2011

* Kalimantan : Yn* Tana< Asli :3ndit+rbed ; : Ms

* B!"0 . 10,00 m

Data #eng2ian Titik *

Kaar air (air)

erat -onto$ (air)

Data #eng2ian Titik *

Kaar air (air)

erat -onto$ (air)









Sampel Dikontrol ole< : Ms



Dia!eter -onto$ : 5.00 -! : .33 9

Luas -onto$ : 1.3 -!G ;t : 2.7 gra!

erat Henis Tana$ : 2. Tinggi #utir tana$ %aal& 2 +o : 3.2 !!

Pe!#erian Pe!#a-aan Per#eaan Peru#a$an Tinggi ngka Pori T0 Koe(isien

e#an Tegangan k$ir Penurunan tinggi -onto$ ruang 2+2+0 Konsoliasi

%P& %p& Pe!#e#anan %2+& pori 2+0 %*J&

%kg& %kg/-!G& %!!& %!!& %!!& %!!& etik %!!G/et&

%1& %2& %& %& %5& %3& %7& %4& %&

0.00 0.00 10.000 15.000 4.731 1.0

0.730

0.50 0.25 .20 1.20 4.001 1.24 30 0.05

0.0

1.00 0.50 4.750 1.750 7.511 1.20 30 0.02

0.330

2.00 1.00 4.00 1.00 3.451 1.04 75 0.0

0.40

.00 2.00 7.230 12.230 3.021 0.35 75 0.0

0.15

4.00 .00 3.5 11.5 5.103 0.41 75 0.07

1.020

13.00 4.00 5.25 10.25 .043 0.355 50 0.02

%0.045&

4.00 .00 5.10 10.10 .171 0.33

%0.25&

2.00 1.00 5.75 10.75 .3 0.721

5.75

0.00 0.00 0.000 5.000 %1.2& %0.1&

atata*

LAB! MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL!"ETERAN PO!BO#!0$ MALANG

* Tana< Asli :3ndit+rbed ;

Data #eng2ian *

Kaar air (air)

erat -onto$ (air)

∆+









Sampel * Tana< Asli :Unistre; Dikontrol ole< : Ms


KONSOLIDASI(ASTM D2435-80)

LAB! MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL!"ETERAN PO!BO#!0$ MALANG

0.1 1 10 100

0.00

0.02

0.0

0.03

0.04

Tegangan :kg.@mG;

KoeD& Konsoli,asi

@F :mmG.,et;

0.10 1.00 10.00 100.00

0.0

0.50

0.30

0.70

0.40

0.0

1.00

1.10

1.20

1.0

1.0

1.50

Tegangan :kg.@mG;

Angka #ori :e;

+o = 1,0*- = 0,307

Cclap.

e0

0,42.e0



DATA $RA8IK T+0 ARA TAHLOR *

#ro-ek * #emangnan #ro-ek !aling Roa * Kalimantan . Sngai Bai Titik.Kealam* B!"0 . ,00 m

e#an = 500 e#an = 1,000

e#an = 2,000 e#an = ,000

e#an = 4,000 e#an = 13,000

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74

0.00 1.00 2.00 .00 .00 5.00 3.00 7.00

.32

.3

.33

.34

.70

.72

.7

.73

.74







A M A * Lokasi *

I M * Sampel *



UJI PENETRASI KONUS (ASTM D 3$$1 - 86)Kealaman #erlawanan Kons %ml& #erlawanan !amatan Lekat !L/0 %!L Rasio $esekan

:m; %# :kg.@mG; !L?:%#"#K;.10 :kg.@mG; :kg.@m; :kg.@m; 8R ? !L.#K :>;

0.0 0 0 0.0 0.0 0.0 0.00

0.2 4 10 0.2 2.50

0. 12 0. 3 10 .

0.3 10 13 0.3 12 22 3.00

0.4 13 2 0.7 1 3 .4

1.0 23 1.4 3 72 3.2

1.2 0 70 .0 30 12 7.50

1. 40 10 5.0 100 22 3.25

1.3 0 10 5.0 100 2 5.53

1.4 100 150 5.0 100 2 5.00

2.0 120 140 3.0 120 552 5.00

2.2 100 150 5.0 100 352 5.00

2. 0 10 .0 40 72 .

2.3 70 110 .0 40 412 5.71

2.4 30 45 2.5 50 432 .17

.0 72 2.4 53 14 3.3

.2 72 2.4 53 7 3.3

. 7 .0 30 10 3.42

.3 23 3 1.0 20 105 .45

.4 23 4 1.2 2 1074 .32.0 24 0 1.2 2 1102 .2

.2 23 1. 23 1124 5.00

. 24 2 1. 24 1153 5.00

.3 4 1. 24 114 .12

.4 23 4 1.2 2 1204 .32

5.0 1 23 0.7 1 1222 .34

5.2 21 2 0.4 13 124 .41

5. 1 24 0. 14 1253 .7

5.3 20 0 1.0 20 1273 5.00

5.4 20 0 1.0 20 123 5.00

3.0 1 24 0. 14 11 .7

3.2 20 0 1.0 20 1 5.00

3. 20 2 1.2 2 154 3.00

3.3 2 3 1.2 2 142 5.003.4 3 52 1.3 2 11 .

7.0 50 40 .0 30 17 3.00

7.2 53 0 . 34 152 3.07

7. 0 30 2.0 0 1542 5.00

7.3 50 40 .0 30 132 3.00

7.4 30 0 .0 30 1702 5.00

4.0 70 100 .0 30 1732 .2

4.2 55 40 2.5 50 1412 .55

4. 53 42 2.3 52 143 .3

4.3 40 110 .0 30 12 .75

4.4 200 230 3.0 120 20 .00

.0 230 00 .0 40 212 1.5

.2

..3

.4

10.0

LABORATORIM MEKANIKA TANAH - POLITEKNIK POLITEKNIK NEGERI MALANG JL. VETERAN PO.BOX 04

#K :kg.@mG;







A M A * Lokasi *

I M * Sampel *



BORING LOG N-SPT

Dept$or Log 6ILI "PT"oil Des-ription TC"T

%!eter& I II III "PT

0.0 0 10 20 0 0 50

1.0

2/15 2/15 /15 5

2.0

.0

/15 /15 /15 7

.0

5.0

1/15 2/15 /15 5

3.0

7.0

/15 11/15 4/15 1

4.0

.0

10/15 /15 7/ 50

10.0

11.0

30/10 50

12.0

1.0

/15 20/15 0/1 50

1.0

15.0

7/15 12/15 1/15 1

13.0

17.0

11/15 23/15 2/10 50

14.0

1.0

14/15 3/15 /2 50

20.0

21.014/15 4/15 12/5 50

22.0

2.0

/15 5/15 7/15 12

2.0

25.0

2/15 /15 /15 7

23.0

Catatan : *ore "a!ple 0 to 10 9 = Tra-e

"T6DBTPC6CTBTI6

5.00

03. lampiran lut

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