Analisis Daya Dukung dan Penurunan Tiang Pancang pada Bore Hole II dengan Metode Analitis dan Metode Elemen Hingga (Studi Kasus Proyek Skyview Apartment Medan) Appendix
DAFTAR LAMPIRAN
Lampiran I
Data- data Hasil pengujian Sondir
Lampiran II
Data- data Hasil pengujian SPT
Lampiran III
Data laboratorium
Universitas Sumatera Utara
PT. PERCA nusa wahana CONSULTANT
TestNo.
Date
Elwation
GWL
CR-}
:
S-2
:
3I Agustus 2014
C;,pasity
:
-
m
:
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m
:
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244
254
268
282
298
314
332
352
374
396
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4,39
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Date
:
GWL :
Elevation
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:
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9
18
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22
1.264
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0,90
0,90
0,64
0,76
0,58
0,57
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15,40
l.+,+
155
15,60
155
164
15,80
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167
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9
9
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9
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1.282
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r.318
0,90
0,s6
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181
8
16
1.334
0,80
16,40
16,60
16.80
188
196
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0,46
0,43
190
200
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244
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0,34
17,24
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17,60
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18,20
I8,40
18,60
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Universitas Sumatera Utara
GRAPIIIC SOI\IDERM{G TEST
PT. PERCA nusa wahana CONSLILTANT
TestNo.
Date
: S-5
: 3l Agustus 2014
Elevation
m
GWL
+ 0
: -0,50 m
2,5 5,0
FR
7,s
Capasig
: 2.50 ton
Sondering Master : Alex Untung
Checked By
: Ir. Janner Napitrrpulu
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7
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5
66
5
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5
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0,50
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324
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2,64
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Page
ABDULHAKM FASARI
MEDAN -
SLiI,TTATE&A.
UTARA
Universitas Sumatera Utara
:
l6
SONDERING TE.$T
(DUTCH CONE PENETRATION TEST)
TestNo : S-5
Capasity
Date
Sondering
: 3I Agusrus20l4
Elevation
GWL
m
Checked
: -0,50 m
Depth
(m)
7,60
7,80
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:
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Iabel 3.8. I{ASI}- PENGUJIAN LABOI{ AToRftI\4
Bore No.
BH-II
Depth
1.50 - 2-00
MoistureContenlNanral Densilv
__
Densiry
!gg=!" Gravity
Dry
Void
Ratio
__
.!V_@--
Saturation
38,96
40,37
1,641
1,492
6u
{grlc6}
1,181
t,063
Gs
2,688
2,657
e
t,2767
1,4998
0,5608
0,6000
Sr (7o)
82,04
71.52
r.tr. fol-l
47,67
29,17
W it/t\
30,93
2t,54
16,75
7.63
AfiertuIglimftfest
Liquitlimit
Plastic Limit
Plasticlodex
plp/ol
SoiI Classilication
AASTHO
A-7-5
USCS
FassingPercent
10 PassingPercent
No.20 Passinspercent
No. 40 Passiugpercent
No.60 PassingPercent
Ne. 100 Passingpacent
No.
No-
200
Passing percent
h-2-
n
4
CL
ML
100,00
100,00
99,97
9?,52
98,63
96,30
98,63
84,25
97,09
77.57
96,19
6094
92,41
19,59
Iieve A.aalisis Test
No. 4
5.50 - 6.00
c* lgricc)
Porositv
Degree of
n
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Strain
(Kg/cm)
0,657
p/o\
5
9,73E-03
Cc
0,2699
K(Cmrsec)
4,428-q7
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Universitas Sumatera Utara
Laporan AkJrir Penyelidikan Tanali (Soil lnvestigation)
Rencana llernbangunan Gedun
Tabel 3.10. HASIL PENGUJIAN LABORATORIUIvI
Bore No.
Depth
19.50 - 20.00 m
Moisture
Natural
Content
l8 0l
W (7o)
24,66
l9"98
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1.i61
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69,13
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70,65
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4,22
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96.1
PassingPaceot
61,04
83,23
PassingPaeent
47,75
62.83
PassingPocent
4392
47,35
PassingPerce,nt
40,30
i9.??
PassingPercent
1? ??
1'l o'I
PassincPerc€nt
r8,17
22.65
Delliry
DryDensity
Gravity
VoidRatio
Specific
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Degree of
3?,50 -
Saturation
Sr
nr
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Liquitlimit
Plastic Limit
rya*iShd.q
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No. 20
No. 40
No.60
\o-._!00
No. 200
Uncqp-qned
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Universitas Sumatera Utara
Lampiran I
Data- data Hasil pengujian Sondir
Lampiran II
Data- data Hasil pengujian SPT
Lampiran III
Data laboratorium
Universitas Sumatera Utara
PT. PERCA nusa wahana CONSULTANT
TestNo.
Date
Elwation
GWL
CR-}
:
S-2
:
3I Agustus 2014
C;,pasity
:
-
m
:
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m
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Universitas Sumatera Utara
5
PT- PERCA
SONDERING TEST
nsa wahana CONSIILT/rlrr
(DUTCH CONE PENETRATION TEST)
TestNo : S-2
Capasiry
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: 3I Agustus20l4
Date
:
GWL :
Elevation
-
-0,60
,.-_-,
_,_
SOI{BERTNG T'EST
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rn
Alex Untlrne
Sondering Master
:
By
Ir. Janner NaPitupulu
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m
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Page
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JL, ABDULHAKI}VI' PASAR.I
h{EDA}' - ST]MATERA LfTARA
:
1
Universitas Sumatera Utara
GRAPIIIC SOI\IDERM{G TEST
PT. PERCA nusa wahana CONSLILTANT
TestNo.
Date
: S-5
: 3l Agustus 2014
Elevation
m
GWL
+ 0
: -0,50 m
2,5 5,0
FR
7,s
Capasig
: 2.50 ton
Sondering Master : Alex Untung
Checked By
: Ir. Janner Napitrrpulu
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Sondering Master
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294
310
0,50
0,40
c,50
0,50
Location:
JL.
1,25
I,6I
2,O8
2,50
1,90
2,17
2.00
?.,50
2,61
3,89
4"44
Page
ABDULHAKM FASARI
MEDAN -
SLiI,TTATE&A.
UTARA
Universitas Sumatera Utara
:
l6
SONDERING TE.$T
(DUTCH CONE PENETRATION TEST)
TestNo : S-5
Capasity
Date
Sondering
: 3I Agusrus20l4
Elevation
GWL
m
Checked
: -0,50 m
Depth
(m)
7,60
7,80
Master :
By
:
Alex l-inrr-inJ
b. Jar,nr,r l,iapitupuir;
Coordinate:X=-m:Y--m
Cone
Total
Skin
Skin
Total Skin
Local r xin
Frictio:r
Resistant
Resistant
Friction
Friction
Friction
Fricti,.rn
R.aiirl
(CR)
(TR}
(SF)
(rsF)
fi.i,l'j
(F'R)
KdCm2
KeJCm2
Kpy'Cm2
x2All0
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Kg/Cm
KeiCm
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1,92
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5
l0
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0.5{l'
4
8
362
0.4{i
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34
33
36
40
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0,60
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2.25
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39
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26
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8,24
8,40
8,60
8,80
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9,40
9,60
9,80
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38
36
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526
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48
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0,80
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11,60
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624
640
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66
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606
11,40
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658
9
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676
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694
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708
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0,80
0,90
0,90
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0.80
0,80
10,80
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66
70
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75
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100
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125
143
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0.48
0,56
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RENCA]$A PEMBA}ICUNAN GEDTING
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ABDULHAKIIv!, PASAI{ i
MEIAN. SUMATERA IryARA
JL.
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Universitas Sumatera Utara
PT PERCA nusa rvahana CONSULT,TNT
SONDEIUI\i{; TEST
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TestNo : S-5
Date
: 3l
Agustus 2014
!q!gg,rg h{SEr_ ___
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:
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Total
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&{EDAN - SUMATERA UTAiiA
Universitas Sumatera Utara
PL PEBCA rsa naDem CONSULTAM
ln
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ory
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Universitas Sumatera Utara
-1
Akhir Penyelidikan Tanali
(Soitr
R.encaua Pembangunan
Gedung
Iabel 3.8. I{ASI}- PENGUJIAN LABOI{ AToRftI\4
Bore No.
BH-II
Depth
1.50 - 2-00
MoistureContenlNanral Densilv
__
Densiry
!gg=!" Gravity
Dry
Void
Ratio
__
.!V_@--
Saturation
38,96
40,37
1,641
1,492
6u
{grlc6}
1,181
t,063
Gs
2,688
2,657
e
t,2767
1,4998
0,5608
0,6000
Sr (7o)
82,04
71.52
r.tr. fol-l
47,67
29,17
W it/t\
30,93
2t,54
16,75
7.63
AfiertuIglimftfest
Liquitlimit
Plastic Limit
Plasticlodex
plp/ol
SoiI Classilication
AASTHO
A-7-5
USCS
FassingPercent
10 PassingPercent
No.20 Passinspercent
No. 40 Passiugpercent
No.60 PassingPercent
Ne. 100 Passingpacent
No.
No-
200
Passing percent
h-2-
n
4
CL
ML
100,00
100,00
99,97
9?,52
98,63
96,30
98,63
84,25
97,09
77.57
96,19
6094
92,41
19,59
Iieve A.aalisis Test
No. 4
5.50 - 6.00
c* lgricc)
Porositv
Degree of
n
Unconlined Csmpression Tqgt
au
Strain
(Kg/cm)
0,657
p/o\
5
9,73E-03
Cc
0,2699
K(Cmrsec)
4,428-q7
-Ir.tedan - SumateraUtd
PT. PERCA my C0b, iil -ri.TAIJT
-32-
Universitas Sumatera Utara
Laporan AkJrir Penyelidikan Tanali (Soil lnvestigation)
Rencana llernbangunan Gedun
Tabel 3.10. HASIL PENGUJIAN LABORATORIUIvI
Bore No.
Depth
19.50 - 20.00 m
Moisture
Natural
Content
l8 0l
W (7o)
24,66
l9"98
O* @r/cc)
l,6g0
1.i61
06 @rlcc)
1348
1.4ff)
Gs
2,596
2,6$4
e
4,9262
tJ-7723
n
0,4808
0.435?
(%o)
69,13
67,3b
LLp/o\
21,87
26,6$
pL p/o\
t7,65
70,65
pI(Zo)
4,22
6n?
A-2-4
A-?-4
ML
ldl
PassingPercent
gel5
96.1
PassingPaceot
61,04
83,23
PassingPaeent
47,75
62.83
PassingPocent
4392
47,35
PassingPerce,nt
40,30
i9.??
PassingPercent
1? ??
1'l o'I
PassincPerc€nt
r8,17
22.65
Delliry
DryDensity
Gravity
VoidRatio
Specific
Porosity
Degree of
3?,50 -
Saturation
Sr
nr
Atterbere Limit Test
Liquitlimit
Plastic Limit
rya*iShd.q
goil qtqlsilbetton
AAST}IO
USCS
lieve Analisis Test
!!o. 4
No. 10
No. 20
No. 40
No.60
\o-._!00
No. 200
Uncqp-qned
Compr
1
$iotr
Qu
(Key'cmz)
Shain
(o/o\
Pircct Shear Test
Friction
C.ohesion
O (Deoreel
Iaternal
c (Ke/cm2)
Coasolidrtion Tcat
InsituvcidRatio
Coefisieu of
Compression
Index
Pqaeabili$
Iokasi:
eo
Consolidatiqn
JL. Abdul Hakigr
Cv (Cnflsecl
Cc
K(Cm/sec.l
pasel -Medac - Surnatera,rtara
m.
PERC.A nw CO]'XSULTANT
- -1-f -
Universitas Sumatera Utara