east

East Wall

af = 295 bf = 53 as = 28 bs = 3

bid diskon Joint no. ad bd Jarak Joint an bn cos(an-as) cos bn cos bs sin bn sin bs abs[cos tetha] tetha i-m ji-m d(im)

o o m ad + 180 90 - bd o m m

JC 1 120 26 3.2 0

JC 2 130 90 3.5 310 0 0.21 1.00 1.00 0.00 0.05 0.21 78.02 1 - 2 0.3 0.23

JC 0.23

JD 3 155 40 5.95 335 50 0.60 0.64 1.00 0.77 0.05 0.43 64.76 15 - 16 0

JD 4 185 86 13 365 4 0.92 1.00 1.00 0.07 0.05 0.92 22.98 16 - 17 7.05 5.08

JD 5.08

JE 5 199 90 2.15 379 0 0.99 1.00 1.00 0.00 0.05 0.99 9.48 23 24 0 0.00

JE 6 215 61 5.9 395 29 0.99 0.87 1.00 0.48 0.05 0.89 26.84 24 25 3.75 3.56

JE 7 212 90 6.6 392 0 1.00 1.00 1.00 0.00 0.05 1.00 5.00 25 26 0.7 0.67

JE 8 215 81 7.85 395 9 0.99 0.99 1.00 0.16 0.05 0.99 9.19 26 27 1.25 1.24

JE 9 205 38 8.2 385 52 1.00 0.62 1.00 0.79 0.05 0.66 49.06 27 28 0.35 0.31

JE 10 200 90 14.1 380 0 0.99 1.00 1.00 0.00 0.05 0.99 8.54 28 29 5.9 5.17

JE 1.83

teta-JC= 78.02 w-C = 4.82

teta-JD = 43.87 w-D = 1.39

teta-JE= 18.02 w-E = 1.05 1.93 dsw 2.38

2.658

Keterangan : 1/ 2.38 = 0.42 joints/m 0.518

AF strike lereng ditambah 90" RQD measured = 99.87 % 0.5181

BF dip lereng RQD calculated = 99.91 %

AS Azimut scanline

BS DIP SCANLINE

AD Strike Kekar + 90

BD DIP

l = 1/spacing discontinuty =

)11.0(100 1.0 eRQD

Lokasi : Lowwall PAMA Dimensi LerengJenis batuan : Sandstone Arah kemiringan (DD)Blok / elevasi : 31 / 40 Kemiringan (D)Diukur oleh : Singgih,Arianto & Arif Tinggi lereng tunggal (H)Tanggal : 17-18/02/2010 Js : Jarak antar kekar (m)Cuaca : Cerah R : Schimdt hammer reboundJam : 09.10 WITAKeterangan kondisi kekarst : stepped rough cw : completely weathered

sm : stepped smooth rs : residual soil

ss : stepped slickensided cd : closed discontinuity

pr : planar rough fd : filled discontinuity

ps : planar smooth od : open discontinuity

pss : planar slickensided geo : width, wall strength

ur : undulating rough Fillty : weathering grade

us : undulating smooth Fillsth : filling strength manual index

uss : undulating slickensided Seepage : water content

f : fresh un1 : discontinuity is very tight and dry.

sw : slightly weathered un2 : discontinuity is dry with no evidence of water flow.

mw : moderately weathered un3 : discontinuity is dry but shows evidence of water flow.

hw : highly weathered un4 : discontinuity is damp but no free water is present.

Kondisi kekar

No

keka

r

JS (

m)

DD

D

Kem

ener

usan

Kek

asar

an

Buk

aan

1 1.5 2 35 0.8 ur sw od2 0.5 30 48 0.5 ur sw od3 0.1 2 44 0.3 ur sw od4 0.9 5 52 1 ur sw od5 1 25 71 1 ur sw od6 0.6 15 50 1 ur sw od7 3.7 45 68 2 ur sw od8 4.2 5 45 4 ur sw od9 1.5 3 28 2 ur sw od

10 1 60 88 1.5 ur sw od11 0.6 110 15 1.5 ur sw od12 0.3 70 75 2 ur sw od13 0.4 80 81 3.5 ur sw od14 0.7 42 45 ur sw od15 0.1 45 22 1.5 ur sw od

Kek

uata

n bi

dang

16 1.9 68 82 2 ur sw od17 0.8 55 80 2 ur sw od18 0.4 25 15 2 ur sw od19 1.4 54 65 1.5 ur sw od20 2.2 15 12 2 ur sw od21 1.7 62 54 3.5 ur sw od22 0.5 33 12 6 ur sw od23 0.8 15 75 1 ur sw od24 0.5 40 80 1 ur sw od25 1.2 50 55 2 ur sw od26 3.7 53 50 2 ur sw od27 0.1 40 63 1 ur sw od28 0.1 50 70 2 ur sw od29 1.2 60 60 2 ur sw od30 0.4 80 60 1 ur sw od31 0.1 15 15 10 ur sw od32 0.4 60 80 1 ur sw od33 0.9 50 57 1.5 ur sw od34 0.3 70 74 1.5 ur sw od35 0.9 56 76 1.5 ur sw od36 0.1 75 72 2 ur sw od37 0.3 60 68 2 ur sw od38 3.6 72 56 0.6 ur sw od39 0.4 40 70 1.6 ur sw od40 0.6 20 53 8 ur sw od41 0.6 20 75 3 ur sw od42 1.1 40 72 2 ur sw od43 1.5 63 65 1.5 ur sw od44 0.7 68 70 3 ur sw od45 5.5 50 33 6 ur sw od46 0.4 64 35 7 ur sw od47 1.7 54 12 6 ur sw od48 1.1 60 22 5 ur sw od49 0.9 44 40 1 ur sw od50 0.9 45 42 3 ur sw od51 10 72 55 3.5 ur sw od52 4 80 85 2.5 ur sw od53 3.8 56 72 3 ur sw od54 1.4 36 52 5 ur sw od55 0.3 38 46 2 ur sw od56 1.1 39 51 5 ur sw od57 0.1 52 72 6 ur sw od58 0.9 44 52 6 ur sw od

59 0.4 48 62 4 ur sw od60 1 54 55 7 ur sw od61 0.6 36 45 1.5 ur sw od62 1.9 110 78 1 ur sw od63 1.2 120 75 0.8 ur sw od

64 4.9 140 50 0.3 ur sw od65 1 140 65 1 ur sw od66 2 130 60 1 ur sw od67 1.1 145 48 2 ur sw od68 5.7 125 55 12 ur sw od69 3.3 120 50 11 ur sw od70 1.3 134 82 1.5 ur sw od71 2.3 132 85 2.5 ur sw od72 1.7 108 90 2 ur sw od73 3.8 210 84 0.4 ur sw od74 3.2 272 60 3 ur sw od75 0.3 275 48 1 ur sw od76 3.5 305 35 4 ur sw od77 0.4 245 50 1.5 ur sw od78 3.5 255 78 12 ur sw od79 0.4 295 27 2.5 ur sw od80 4.1 275 72 10 ur sw od81 0.2 265 76 1.5 ur sw od82 2 255 77 2 ur sw od83 0.2 276 62 1 ur sw od84 1 240 80 2 ur sw od85 1.8 220 85 2 ur sw od86 7.7 212 85 1 ur sw od87 6.7 200 87 1 ur sw od88 2.5 210 78 2.5 ur sw od89 1.1 250 80 2 ur sw od90 1 265 79 2 ur sw od91 1.4 260 70 0.5 ur sw od92 2.7 285 85 0.5 ur sw od93 1.7 335 78 1.5 ur sw od94 1.5 270 85 5 ur sw od95 1.7 310 58 2 ur sw od96 0.7 310 60 1 ur sw od97 0.2 300 85 1 ur sw od98 0 286 55 1 ur sw od99 1.6 287 59 2 ur sw cd100 0.7 275 38 1 ur sw od101 0.9 274 55 1 ur sw od

102 2.9 283 30 5 ur sw od103 2.4 272 89 1 ur sw cd104 0.5 345 25 6 ur sw cd105 1 333 38 3 ur sw cd106 0.9 306 62 1.5 ur sw cd107 0.3 324 48 4 ur sw od108 0.2 313 46 1.5 ur sw cd109 0.7 319 45 1 ur sw od110 0.5 273 48 1 ur sw od111 0.3 338 30 5 ur sw cd112 0.9 290 63 1.5 ur sw cd113 0.7 290 59 1 ur sw cd114 1.6 285 18 4 ur sw od115 0.09 300 45 4 ur sw cd116 1.01 282 25 10 ur sw od117 0.9 258 33 10 ur sw cd118 1.4 305 34 8 ur sw od119 1.9 310 18 1 ur sw cd120 6.3 272 40 1.2 ur sw cd121 1.1 342 56 5 ur sw cd

122 1.4 288 47 1 ur sw od123 1.9 286 43 4 ur sw od

124 3.1 260 70 0.5 ur sw cd

125 1.8 272 87 1.5 ur sw cd

126 0.7 273 73 3 ur sw od127 0.1 265 82 3 ur sw od128 0.4 275 80 1 ur sw od129 0.5 265 67 1.5 ur sw cd130 0.8 276 75 1 ur sw od

Scanline: N 154º E Arah kemiringan (DD) 67º

Kemiringan (D) 7º: 15 m Panjang (L)

: Jarak antar kekar (m) JCS : Joint Compressive Strength: Schimdt hammer rebound JRC : Joint Roughness Coeffient

un5 : discontinuity shows seepage, occasional drops of water.

un6 : discontinuity shows a continuous flow water.

f1 : filling materials are heavily consolidated and dry.

f2 : filling materials are damps, but no free water is present.

f3 : filling materials are wet, occasional drops of water.

f4 : filling materials show signs of outwash.

f5 : filling materials are washed out locally.

f6 : filling materials are washed out completely.

rm1 : dry walls and roof, no detectable seepage.

rm2 : minor seepage, specify dripping.

: discontinuity is dry with no evidence of water flow. rm3 : medium inflow.

: discontinuity is dry but shows evidence of water flow. rm4 : major inflow.

: discontinuity is damp but no free water is present. rm5 : high flow.

Kondisi kekar Parameter Koefisien Barton

Isia

n

Lal

uan

R JCS

(M

pa) JR

C

fillty un1 24 20.2 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 24 20.2 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 10 5.4 6-8fillty un1 10 5.4 6-8fillty un1 14 9.6 6-8fillty un1 18 13.9 6-8fillty un1 22 18.1 6-8fillty un1 24 20.2 6-8

: 43o

fillty un1 26 22.3 6-8fillty un1 10 5.4 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 24 20.2 6-8fillty un1 15 10.7 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 24 20.2 6-8fillty un1 26 22.3 6-8fillty un1 32 28.7 6-8fillty un1 16 11.7 6-8fillty un1 14 9.6 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 20 16.0 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 16 11.7 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 24 20.2 6-8fillty un1 26 22.3 6-8fillty un1 19 14.9 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 24 20.2 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 22 18.1 6-8fillty un1 10 5.4 6-8fillty un1 14 9.6 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8

fillty un1 20 16.0 6-8fillty un1 20 16.0 6-8fillty un1 16 11.7 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 20 16.0 6-8fillty un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 16 11.7 6-8fillty un1 14 9.6 6-8fillty un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 20 16.0 6-8fillty un1 24 20.2 6-8fillty un1 26 22.3 6-8fillty un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 18 13.9 6-8geo un1 14 9.6 6-8fillty un1 18 13.9 6-8geo un1 22 18.1 6-8fillty un1 24 20.2 6-8fillty un1 26 22.3 6-8fillty un1 10 5.4 6-8fillty un1 16 11.7 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8geo un1 20 16.0 6-8fillty un1 22 18.1 6-8fillty un1 24 20.2 6-8

fillty un1 24 20.2 6-8geo un1 26 22.3 6-8geo un1 30 26.6 6-8geo un1 16 11.7 6-8geo un1 18 13.9 6-8fillty un1 16 11.7 6-8geo un1 14 9.6 6-8fillty un1 10 5.4 6-8fillty un1 10 5.4 6-8geo un1 14 9.6 6-8geo un1 16 11.7 6-8geo un1 18 13.9 6-8fillty un1 18 13.9 6-8geo un1 16 11.7 6-8fillty un1 10 5.4 6-8geo un1 14 9.6 6-8fillty un1 22 18.1 6-8geo un1 24 20.2 6-8geo un1 24 20.2 6-8geo un1 20 16.0 6-8fillty un1 18 13.9 6-8fillty un1 18 13.9 6-8geo un1 20 16.0 6-8geo un1 18 13.9 6-8fillty un1 16 11.7 6-8fillty un1 14 9.6 6-8fillty un1 14 9.6 6-8geo un1 16 11.7 6-8fillty un1 16 11.7 6-8

Lokasi : Lowwall Pit Pama Blok …..Batuan : SandstoneTanggal : 17-18/02/2010Pukul : 9.30 WITADiukur oleh : Singgih, Arianto & ArifFamili joint

Panjang Scaline : 45 meterarah : N 154º EkemiringanRL : 40 m

No Jarak Dip Direction Dip Kondisi kekarantar kekar deg deg Kemenerusan Kekasaran

<cm> N…….E < 0,6 H > 0,6 H s.d. H st sm ss ur us uss pr ps1 1.5 2 35 0.8 ur2 0.5 30 48 0.5 ur3 0.1 2 44 0.3 ur4 0.9 5 52 1 ur5 1 25 71 1 ur6 0.6 15 50 1 ur7 3.7 45 68 2 ur8 4.2 5 45 4 ur9 1.5 3 28 2 ur

10 1 60 88 1.5 ur11 0.6 110 15 1.5 ur12 0.3 70 75 2 ur13 0.4 80 81 3.5 ur14 0.7 42 45 6 ur15 0.1 45 22 1.5 ur16 1.9 68 82 2 ur17 0.8 55 80 2 ur18 0.4 25 15 2 ur19 1.4 54 65 1.5 ur20 2.2 15 12 2 ur21 1.7 62 54 3.5 ur22 0.5 33 12 8 ur23 0.8 15 75 1 ur24 0.5 40 80 1 ur25 1.2 50 55 2 ur

: 0-80oE

:43o

26 3.7 53 50 2 ur27 0.1 40 63 1 ur28 0.1 50 70 2 ur29 1.2 60 60 2 ur30 0.4 80 60 1 ur31 0.1 15 15 10 ur32 0.4 60 80 1 ur33 0.9 50 57 1.5 ur34 0.3 70 74 1.5 ur35 0.9 56 76 1.5 ur36 0.1 75 72 2 ur37 0.3 60 68 2 ur38 3.6 72 56 0.6 ur39 0.4 40 70 1.6 ur40 0.6 20 53 8 ur41 0.6 20 75 3 ur42 1.1 40 72 2 ur43 1.5 63 65 1.5 ur44 0.7 68 70 3 ur45 5.5 50 33 6 ur46 0.4 64 35 7 ur47 1.7 54 12 6 ur48 1.1 60 22 5 ur49 0.9 44 40 1 ur50 0.9 45 42 3 ur51 10 72 55 3.5 ur52 4 80 85 2.5 ur53 3.8 56 72 3 ur54 1.4 36 52 5 ur55 0.3 38 46 2 ur56 1.1 39 51 5 ur57 0.1 52 72 6 ur58 0.9 44 52 6 ur59 0.4 48 62 4 ur60 1 54 55 7 ur61 0.6 36 45 1.5 ur

st : stepped rough : sm : stepped smooth sw : slightly weatheredss : stepped slickensided mw : moderately weatheredur : undulating rough hw : highly weatheredus : undulating smooth cw : completely weathereduss : undulating slickensided rs : residual soilpr : planar roughps : planar smooth

pss : planar slickensidedf : fresh

380 3.8520 1.4490 -0.3600 1.1610 0.1700 0.9740 0.4840 1900 0.6

1.50 31.502.80 32.802.90 32.903.50 33.504.50 34.504.10 34.105.10 35.106.70 36.709.30 39.309.50 39.50

11.00 41.0011.70 41.7014.60 44.6015.00 45.00

Kondisi kekar No Kondisi KekarKekasaran Wall strength Aperture Isian Seepage

pss f sw mw hw cw rs cd od fd geo fillty fiilst seepage Descript. un1 unii uniiisw 1 od fillty un1sw 2 od fillty un1sw 3 od fillty un1sw 4 od fillty un1sw 5 od fillty un1sw 6 od fillty un1sw 7 od fillty un1sw 8 od fillty un1sw 9 od fillty un1sw 10 od fillty un1sw 11 od fillty un1sw 12 od fillty un1sw 13 od fillty un1sw 14 od fillty un1sw 15 od fillty un1sw 16 od fillty un1sw 17 od fillty un1sw 18 od fillty un1sw 19 od fillty un1sw 20 od fillty un1sw 21 od fillty un1sw 22 od fillty un1sw 23 od fillty un1sw 24 od fillty un1sw 25 od fillty un1

sw 26 od fillty un1sw 27 od fillty un1sw 28 od fillty un1sw 29 od fillty un1sw 30 od fillty un1sw 31 od fillty un1sw 32 od fillty un1sw 33 od fillty un1sw 34 od fillty un1sw 35 od fillty un1sw 36 od fillty un1sw 37 od fillty un1sw 38 od fillty un1sw 39 od fillty un1sw 40 od fillty un1sw 41 od fillty un1sw 42 od fillty un1sw 43 od fillty un1sw 44 od fillty un1sw 45 od fillty un1sw 46 od fillty un1sw 47 od fillty un1sw 48 od fillty un1sw 49 od fillty un1sw 50 od fillty un1sw 51 od fillty un1sw 52 od fillty un1sw 53 od fillty un1sw 54 od fillty un1sw 55 od fillty un1sw 56 od fillty un1sw 57 od fillty un1sw 58 od fillty un1sw 59 od fillty un1sw 60 od fillty un1sw 61 od fillty un1

cd : closed discontinuity un : unfilled od : open discontinuity f : filledfd : filled discontinuity rm : rock massgeo : geometry CM : Carbonaceous Mudstonefillty : filing typefillst : filling strength

Kondisi Kekar Parameter Barton CoefisienSeepage Schmidt hammer

R Δ Wstd Wminuniv unv unvi fi fii fiii fiv fv fvi rmi rmii rmiii rmiv rmv (MPa) (MPa) (MPa)

24181820241820181610101418222426101618182024151618

202426321614161820202022161618202224261920222418202222101416181818202016

CM : Carbonaceous Mudstone

Parameter Barton CoefisienSchmidt hammer JRC

Wmax(MPa)

6-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-8

6-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-8 30-606-86-86-86-86-86-86-86-86-8




<cm> N…….E < 0,6 H > 0,6 H s.d. H st sm ss ur us uss pr ps1 1.9 110 78 1 ur2 1.2 120 75 0.8 ur3 4.9 140 50 0.3 ur4 1 140 65 1 ur5 2 130 60 1 ur6 1.1 145 48 2 ur7 5.7 125 55 12 ur8 3.3 120 50 11 ur9 1.3 134 82 1.5 ur

10 2.3 132 85 2.5 ur11 1.7 108 90 2 ur

st : stepped rough : sm : stepped smooth sw : slightly weatheredss : stepped slickensided mw : moderately weathereur : undulating rough hw : highly weatheredus : undulating smooth cw : completely weathereduss : undulating slickensided rs : residual soilpr : planar roughps : planar smoothpss : planar slickensidedf : fresh

: 90-180oE

: 43o


pss f sw mw hw cw rs cd od fd geo fillty fiilst seepage Descript. un1 unii uniiisw 1 od fillty un1sw 2 od fillty un1sw 3 od fillty un1sw 4 od fillty un1sw 5 od fillty un1sw 6 od fillty un1sw 7 od fillty un1sw 8 od fillty un1sw 9 od fillty un1sw 10 od fillty un1sw 11 od fillty un1




1618202018161820221614



Wmax(MPa)

6-86-86-86-86-86-86-86-86-86-86-8 30-60




<cm> N…….E < 0,6 H > 0,6 H s.d. H st sm ss ur us uss pr ps1 3.8 210 84 0.4 ur2 3.2 272 60 3 ur3 0.3 275 48 1 ur4 3.5 305 35 4 ur5 0.4 245 50 1.5 ur6 3.5 255 78 12 ur7 0.4 295 27 2.5 ur8 4.1 275 72 10 ur9 0.2 265 76 1.5 ur

10 2 255 77 2 ur11 0.2 276 62 1 ur12 1 240 80 2 ur13 1.8 220 85 2 ur14 7.7 212 85 1 ur15 6.7 200 87 1 ur16 2.5 210 78 2.5 ur

st : stepped rough : sm : stepped smooth sw : slightly weatheredss : stepped slickensided mw : moderately weathereur : undulating rough hw : highly weatheredus : undulating smooth cw : completely weathereduss : undulating slickensided rs : residual soilpr : planar roughps : planar smooth

: 180-265oE

: 43o

pss : planar slickensidedf : fresh


pss f sw mw hw cw rs cd od fd geo fillty fiilst seepage Descript. un1 unii uniiisw 1 od un1sw 2 od fillty un1sw 3 od fillty un1sw 4 od fillty un1sw 5 od fillty un1sw 6 od fillty un1sw 7 od fillty un1sw 8 od fillty un1sw 9 od fillty un1sw 10 od fillty un1sw 11 od fillty un1sw 12 od fillty un1sw 13 od fillty un1sw 14 od fillty un1sw 15 od fillty un1sw 16 od fillty un1




18161820181816202426181618202218



Wmax(MPa)

6-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-8 30-60




<cm> N…….E < 0,6 H > 0,6 H s.d. H st sm ss ur us uss pr ps pss1 1.1 250 80 2 ur2 1 265 79 2 ur3 1.4 260 70 0.5 ur4 2.7 285 85 0.5 ur5 1.7 335 78 1.5 ur6 1.5 270 85 5 ur7 1.7 310 58 2 ur8 0.7 310 60 1 ur9 0.2 300 85 1 ur

10 0 286 55 1 ur11 1.6 287 59 2 ur12 0.7 275 38 1 ur13 0.9 274 55 1 ur14 2.9 283 30 5 ur15 2.4 272 89 1 ur16 0.5 345 25 6 ur17 1 333 38 3 ur18 0.9 306 62 1.5 ur19 0.3 324 48 4 ur20 0.2 313 46 1.5 ur21 0.7 319 45 1 ur22 0.5 273 48 1 ur23 0.3 338 30 5 ur24 0.9 290 63 1.5 ur

: 270-250 oE

: 43o

25 0.7 290 59 1 ur26 1.6 285 18 4 ur27 0.9 300 45 4 us28 1.1 282 25 10 ur29 0.9 258 33 10 ur30 1.4 305 34 8 us31 1.9 310 18 1 us32 6.3 272 40 1.2 ur33 1.1 342 56 5 us34 1.4 288 47 1 us35 1.9 286 43 4 ur36 3.1 260 70 0.5 ur37 1.8 272 87 1.5 us38 0.7 273 73 3 ur39 0.1 265 82 3 ur40 0.4 275 80 1 ur41 0.5 265 67 1.5 us42 0.8 276 75 1 ur

st : stepped rough : sm : stepped smooth sw : slightly weatheredss : stepped slickensided mw : moderately weatheredur : undulating rough hw : highly weatheredus : undulating smooth cw : completely weathereduss : undulating slickensided rs : residual soilpr : planar roughps : planar smoothpss : planar slickensidedf : fresh

310 3.1490 1.8560 0.7570 0.1610 0.4660 0.5740 0.8

Kondisi kekar No Kondisi KekarWall strength Aperture Isian Seepage

f sw mw hw cw rs cd od fd geo fillty fiilst seepage Descript. un1 unii uniii univ unvsw 1 od geo un1sw 2 od fillty un1sw 3 od geo un1sw 4 od fillty un1sw 5 od fillty un1sw 6 od fillty un1sw 7 od fillty un1sw 8 od fillty un1sw 9 od fillty un1sw 10 od fillty un1sw 11 cd geo un1sw 12 od fillty un1sw 13 od fillty un1sw 14 od fillty un1sw 15 cd geo un1sw 16 cd geo un1sw 17 cd geo un1sw 18 cd geo un1sw 19 od fillty un1sw 20 cd geo un1sw 21 od fillty un1sw 22 od fillty un1sw 23 cd geo un1sw 24 cd geo un1

sw 25 cd geo un1sw 26 od fillty un1sw 27 cd geo un1sw 28 od fillty un1sw 29 cd geo un1sw 30 od fillty un1sw 31 cd geo un1sw 32 cd geo un1sw 33 cd geo un1sw 34 od fillty un1sw 35 od fillty un1sw 36 cd geo un1sw 37 cd geo un1sw 38 od fillty un1sw 39 od fillty un1sw 40 od fillty un1sw 41 cd geo un1sw 42 od fillty un1



R Δ Wstd Wmin Wmaxunvi fi fii fiii fiv fv fvi rmi rmii rmiii rmiv rmv (MPa) (MPa) (MPa) (MPa)

141822242610161818182022242426301618161410101416

181816101422242420181820181614141616

Parameter Barton CoefisienJRC

6-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-86-8

6-86-86-86-86-86-86-86-86-86-86-8 30-606-86-86-86-86-86-86-8

SPASI mean = 1.52923Min Max Number s.d = 1.640

0 1 69

KEMENERUSAN mean = 2.769Min Max Number s.d = 2.550

0.3 1.47 401.47 2.64 47

Numbersw 130

KEKASARAN Numberur 130

BUKAAN Numbercd 17od 113

ISIAN Numberfillty 111geo 19

LALUAN Numberun1 130

R mean = 18.6615Min Max Number s.d = 4.100

10 12.2 812.2 14.4 1014.4 16.6 2416.6 18.8 3418.8 21 22

21 23.2 1123.2 25.4 1325.4 27.6 627.6 29.8 029.8 32 2

JCS mean = 15.563Min Max Number s.d = 4.344

KEKUATAN BIDANG

5.4 7.73 87.73 10.06 10

10.06 12.39 2412.39 14.72 3414.72 17.05 2217.05 19.38 1119.38 21.71 1321.71 24.04 624.04 26.37 026.37 28.7 1

east

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