S.VK!VMV--N WSMMKAS DAN UV.»'»^VAV

CI

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S.VK!VMV--N WSMMKAS DAN UV.»' »^VAV

LAiaOHATORlUM MEKANIKA TANAH

!!KPS\NT!'K'n'IKS!1'U.. )-'.\KUl.'! AS Yi k',-!i"

lIN'IVi'USlTAS SKIWIJ\> *

VnivcV.

No B."

l„<jltJ.-l

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318+300

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r

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ANAUSA SARINGAN

(SlI-Vi; ANALYSIS)

B«nsi T",rt«h Kexing Vv

-•

KomuJattt'

Grafik Aaalisis Sarrngsiin

0 01

\M&<

^-XVs«.:.v.w

DUPaRTEMEN PF.NDIOIKAN O/jN KE8U0AYAAN

lAOORAYOftlUM MEKANJKA TANAH

JURUJAW TlKNllKSlHU KAKULTASTEf-f-'IK

UMIVEHSITAS SUIWIJaVa

Ko Oct

;

^°° -8i*-'m

l.,0fcnsi

PJSir i'olih (' Tj S>iUl - ? Timun)

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'UGJun, 2UU')

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*•.*

§

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ANAI.ISA SAR1NOAN

(SltVE ANALYSIS)

llcr-nf T»iij'n lO-riiij; Vi

^

jy} 'j'

Grafik Analisis Sariugan.

D.O-l

(W$T)

DEPARTEMEN PEND1D1KAN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

UIRI KAN TKKN1K SlPl\ FAKULTAS TEKNIK

UNIVHRSITAS SR1W1JAYA

I'KUCOBAAN KONSOLIDASI DAN PENURUNAN TANAH

Pioyek

: IV-njiciHliilian Uulm dan I'cu mggulangan

Keadaan Darurat Jalan dan Jcmbalan

I.okasi

: Hukil Simpur, Pasir 1'iuili (T\. Saku-P.'l'imun)

Sta

: 328+ 800

Ring

Dalam muka lanah

; lanah

1. Berat ling + lanah basah

Beial run;

3. Beraitauah basah

(1) • (21

4. Berat bahan kering

Volume lanah basah

6. Volume lanah kering (4)A 11.)

~1. Berat volume lanah kering (')V(i)

X. (5)-(0)

9. Angka Pori

(1 2t—

100-t 12)

10. Air dalam balian kering

11. Herat jenis

_

"l2. Pori dan lanah basah (8)/(5) x 100

13. Berat volume lanah basah (3)A5)

14 Derajat kejenuhan Q - it \ 1011

est

Dikerjakan : Herman

Diporiksa

: lr. Indra Cb. San, MS

Tanggal

: 10 Juni 2003

lg-t

Jjirt

tenv)

(r.m3)

(gr/cm )

(% )

(gr/cm )

2,00-'1.00

Pasir kclcmpungan

•178,56

230,30

298,26

142,29

163,98

53,69

0,868

110,29

3,054

103,ob

2,650

67,26

,819

100

ZZ]

C00-8,00

I'asir kclci ii['""g"".

553,37

230,30

325,07

258,07

163,98

97,57

1,577

66,4 1

0,681

~2SM

2.645

40,50

1,982

W

''•''Win* x^1,x

,/

/

*.y.~.

I ;S;W, A>b[:.

DEPARTEMEN PENDlDlr AN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

JURUSAN T1-KN1K SIPIL FAKULTAS THKMK

UNIVHRSITAS SR1W1JAYA

PERCOBAAN KONSOLIDASI DAN PENURUNAN TANAH

Proyek

: Pengendalian Rutin dun Penanggulangan

Keadaan Darural Jalan dan Jcmbalan

Lokasi

: Sungai Manna, Pasir Putih I.TJ. Sakti-P.Timun)

Sla

: 328+ 800

Rmg __

Dalam muka lanali

, .leuis Umah

1, Beral ring + tanah basah

2. Beral ring

3. Beral tanah basah

(\) ~ (2)

4. Beral bahan kering

5 Volume tanah basah

6. Volume tanah kering (4I'll I)

7

Herat volume lanah keiing (4}/(,5)

8. (i)-((>)

9. Angka Pon

(Pi

100 -<12t

10. Air dalam bahan kering

11, Beratjcj,\s_

12. Pori dan lanah basah (.SVp) x 100

13, Beral volume lanah basah (3j/p)

IT" Derajal kejenuhan (3 -•!) x 100

(X)

Dikerjakan : Herman

Dipcnksa

: lr. Indra Cb. San. MS

Tanggal

: 10 Juiii 2003

2,00-4.0')

l.cmpung kepasiran

ML

465,84--L0£L

230,30

-M.

235,54

.(&).

128,11

(cm)

163,98

(em )

48,34

(gr/cm)

0,781

(cni )

115,64

2,392

; -ao

83,63

2,650

70,52

(gr/cm3)

1,436

92,9

6.00 - 8.00

l.cmpung kepasiran

530,60

2.30,30

300,30

250,20

163,98

94,50

1,526

69.39

0,734

1 b. oa

2,645

t2.52

1,831

.72,2

w/r.A \Si» /

4^

HHa.1

DEPARTEMEN PENDIDIKAN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

HJRUSAN TLKN1K SIPIL FAKULTAS Tl-KNIK

UN1VFRS1TAS SR1W1JAYA

PERCOBAAN GESER LANGSUNG

Proyek

. Pengendalian Rutin dan Penanggulangan

Keudiiuh Darurat Jalan dan Jembatan

No. Bor

: 6.00-8.00

Lokasi

: Siuigai Manna, Pasir Pulih (Tj. .Sakli-P.Timun)

Sla

: 328+ 800

Diameter contoh •

-Luas contoh

Tinggi eoiiloh

Dikcjakan : Herman

Dipenksu

: Ir. India Cb. San, MS

Tanggal

: 9 Juni 2003

Volume contoh V

Proving Ring K

: 84.82 cmA3

: 0.44 kg/emA2

Wakiu

(delik)

6,00 em

28.27 cm

3.00 cm

"i'7-Vkg '

oi "0,1415 kg/cm"'

Pj = 8kg

q;=» 0,2X29 kg/cm'

T, =16 kg

a, = 0,5659 ku/em'

15

30

45

60

75

90

105

120

150

180

210

240

270

300

IVinUicaaii Dial

5.00

12.00

16.90

18.50

19.69

19.69

15.38

| Tegangan geser max

(iava CI, 0.81 1.22

3.58

4.30

4.92

4.92

3.26

Ti-gangail

0.071

0,0997

0.112:,

0.134 5

0.1538

0.1538

0.1012

0,1538

Pcinlucaau Dial

9,00-15.38

18.50

21.54

23.08

23.08

18.40

Gaya

tleser

1.25

2.82

3.80

4.93

5.77

5.77

3.69

Tegangnn

(leser

_0.08i.6_

,0.1132

0.1226

0.1452

0.1 638

0.1S36

0.1211

0.16J3

lllbicmu

Dial

12,00

18,50

20.54

23.17

24.63

24.63

20.84

(iaya

(leser

1.78

2.13

3.42

5.75

6.15

6.15

3.57

Grafik Hubungan Tcg.Gescr dan Tcg.Normal

0.2

0.3_

• ..0.4

I'egangan Normal -kgemA2)

C -0,W3k;</cm2

O = V> derajat •

0.5

Tegangan

(iesel

0.0934

0.1045

0.1162

0.1306

0.1845

0.1845

0.1178

0.1845

rmkr

X

v. '*-"

/V. .

->',U

DEPARTEMEN PENDIDIKAN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

JURUSAN TEKNIK SIPIL FAKULTAS TEKNIK

UNlVh'RSlTAS .R1W1JAYA

•ERCOBAAN GESER LANGSUNG

Proyek

: Pengendalian Rutin dan Penanggulangan

Keadaan Darunn Jalan dan Jcmbalan

No. Bor

: 2.00-4.00

Lokasi

: Sungai Manna, Pasir Putih (Tj. Sakli-P.Tnnun)

Sla

•. 328 + 800

Diameter contoh

Luas contoh

Tinggi contoh

6.00 em

28.27 cm

3.00 cm

Dikerjakan : Herman

Dipcnksa

: lr. Indra Cb. San MS

Tanggal

: 9 Juni 2003

Volume contoh V

Pioving Ring K

: 84.82 emA3

: 0.44 kg/emA2

Wakui

(delik)

P,

= 4 -kg

= 0 1415 ke./

P, = 8kg

a, = 0,2829 kg/em!

",= l6kg

|

a, = 0,5659 kgA:m!

Pcinlucaau

Dial

1lava

I

Ileser

Tegangan

tleser

1'ciiilucaan

Dial

(lava

Clescr

Tegangan

(leser

I'cinhueaar

Dial

Ciayu

tleser

legal igau

t leser

15

5.00

1.24

0.0742

6.00-

1.39

0.1402

7.00

1.4 9

0.1656

30

45

6 50 _

X.00

11.20

2.66,

4.58

0.0953

8.00

2.26

0.16XX

8.X0

2.48

0.1849

0.1162

10.40

5.64

0,2013

10.50

4,14

0.2063

60

7.13

0.1495

12.00

6.02

0.2436

12.70

5.37

0.2285

75

12.00

7,9-1

0.2258

13.60

7.63

0.3024

15.20

r

7.86

0,2713

90

12.80

8 23

0.2560

14 40

'

8.47

0.3125

16.60

9.20

0.3447

105

12 80

X 23

0.2560

16.80

10.80

0.3360

17.60

10.21

0.3623

120

16.80

10.80

'

C 3360

19.20

12,35

0.3840

0,3840

150

'

I9.i0

12.35

180

' —1

210

240

I

. „

270

1—

•

1

I . . 300

|

Tegang;

n geser max

0.2560

0.3360

—

0.3X40J

Grafik Hubungan Tcg.Gescr dan Tcg.Normal

0.1

0.2

0.3

.

.0.4

Tegangan Noinrial (kg/crnA2)

C - 03kg/cm2

0 = *i£ derajat

0.5

0.6

/

<N- i.Vl< l|/,V,

\-/^<'cv.Ziv^V

_{V'^lWK.A\At>'V}

^

\

/

V-.r.-A

♦-■s.vra.-yjj>*

DEPARTEMEN PENDIDIKAN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

.URUSAN TEKNIK SIPIL FAKULTAS TEKNIK

UN1VFRS1TASSR1W1JAYA

PERCOBAAN GESER LANGSUNG

Provek

•Pengendalian Rul.n dan Penanggulangan

•

Keadaan Darurat Jalan dan Jcmbalan

\^ ;Su8S-mpur.Pas,rPu,,,,C.J-Sakl,-P/r.mun)

Sta

'- 32X -''• w'°

Diameler contoh '

,6 00 cm

Luas conloh

: ^ ^ <m

Tinggi eonlot.

: 3 00cm

L'1'egangan geser max

Dikerjakan : Hennan

D.pcnksa , Ir. India Cb, San, MS

Tanggal

: <•> Jun. 2003

Volume conloh V

Proving Ring K

: H4.82 eniA3

. 0.44 kg/cmA

Grafik Hubungan Tcg.Gescr dan Tcg.Normal

a

0.2

0-3

Tegangan Normal (kg/cmA2)

0.9390

lYoyck

No. Bor

l.okasi

Slu

DEPARTEMEN PENDIDIKAN DAN KEBUDAYAAN

LABORATORIUM MEKANIKA TANAH

JURUSAN THKNIK SIPIL FAKULTAS TEKNIK

UN1VKRS1TA.S SR1WIJAYA

PERCOBAAN GESER LANGSUNG

Pengendalian Rutin dan Penanggulangan

Keadaan Darurat Jalan dan .emhalan

2.00-4.00

Bukit Simpur, Pasir Pulih (lj. Sakli-P.Timun)

328 + 800

Dikerjakan : I lernian

Dipenksa

: Ir. IndraCb. San, MS

Tanggal

: 9 Juni 2003

Diameler conloh

, Litis conloh

Tinggi contoh

: 6,00 em

: 28.27 em

: 3.00 em

Volume conloh V

Pioviug Ring K

: 84.82 emA3

: 0.44 kg/cinA2

Waktu

(detik)

15

.30

45

60

75

90

105

120

150

1X0

210

240

270

300

330

360

l',=4kg

ai=0.14l5 kg/cm'

Pembacaaii

Dial

Gaya

Geser

4.00

1.76

5.00

2.20

7.00

3,08

8.00

6.16

12.00

8.36

24.00

10.56

25.00

12.32

26.00

12.44

28.12

12.37

30.45

1.3.40

32.50

14.34

34.30

15,12

35.24

15.51

39,10

1X.25

44.28

19.48

44.28

19.48

Tegangan ncscr i nix

Tegangan

Gc^cc

0.0612

0.0778

0.1089

0.2179

0.2955

0.3735

0.4347

0.4046

0.4376

0.4735

0.3072

0.5347

0.5484

0.6094

16X91

0.6891

0.6X91

Pj = 8 kg

a; - 0,2829 kg/cmJ

cmbacaai

Dial

8.00'

12.00

15.00

21.00

24.35

26.70

29.00

35.00

37.00

44.00

47.44

Gaya

Geser

3.52

5.28

6.60

9.24

10.71

11.75

.12.76

15.40

16.28

19.36

20.88

Tegangan

Geser

0.1245

0.1865

0.2334

0.3268

0.3780

0.4155

0.4315

0.5447

0.5758

0.6847

0.7384

0.7384

Grafik Hubungan Tcg.Gescr.dan Teg.Norraa

o

"•1

0.2

0.3

0.4

Tegangan Normal (kg/cmA2)

Pi = 16 kg

0-3 = 0,5659 kg/cm2

Pcmbucuan

' Dial

jo oo_

13.00

17.00

25.00

34.00

35.45

45.34

47j

53.14

53.14

0.5

Gaya

Gc^cr

4.40

5.72

7.48

11.00

14.96

15.60

19.05

20.98

23.38

23.38

Tcgajigun

Geser

0.1556

0.2023

0.2646

0.3890

0.5291

0.5517

0.7056

0.7420

0.8270

0.8270

0.8270

u

f;')f;<*t'.k,\a\\*s\.

Skala

Not Scale

Di Gambar

Ass, Teknik

Direncanakan

Ass. Teknik

Diperiksa

iDisetujui

Pimpro

Kasubdis BPPT

PROYEK

Lampiran 2 Gambar pekerjaan potong tebing Desa Pasir Puti

DESA PASIR PUTIH

FARAF

KETERANGAN

PEKERJAAN POTONG TEBING

DESA PASIR PUTIH

KABUPATEN LAHAT

100

Skala

: Not Scale

FARAF

Di Gambar

: Ass. Teknik

DESA PASIR PUTIH

SIRING PASANGAN

PERKERASAN JALAN

500

100

iiiSsittii

KETERANGAN

Direncanakan

: Ass. Teknik

PEKERJAAN SALURAN DAN REKONDISI JAUN

DESA PASIR PUTIH

KABUPATEN LAHAT

Diperiksa

Disetujui

: Pimpro

: Kasubdis BPPT

PROYEK PENGENDALIAN RUTIN DAN PENANGGULANGAN

KEADAAN DARURAT JALAN DAN JEMBATAN SUM.SEL "A. 2002

DINAS PU BINA MARGA

PROPINSI SUMATERA SELATAN

LEMBAR

KE

PERHITUNGAN VOLUME

DESA PASIR PU.IH

> Pek. Galian

Potong Tebing

Gal. Biasa

86.217x50x0.9

3879.765 m3

Gal. Padas

86.217x50x0.1

431.085 m3

Gal. Saluran

((1.2+0.7)/2)x50

47.5 m3

> Pek. Pas. Batu

Unluk Saluran

0.41x50

20.5 m3

> Ponylnpnn Dnclnn Jnlnn

7x;'i0

300 ni3

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4'J III 1

Agg. Kelas B

0.20x5.4x50

54 m3

Agg. Kelas C

0.30x5.6x50

84 m3

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