LAMPIRAN
85
Lampiran L1 Berat Jenis Tanah (kalibrasi Erlenmayer)
ERLENMEYER CALIBRATION Erlenmeyer Data Erlenmeyer No : 5 Wt. of bottle ; Wb : 193 gr
Form No. Test No. Date Tested by
Determination No. ; W2 ;T
Wt. Bottle + Water Temperatur
: :1 : 4 Dsember 2010 : Christian Stevanus
1
2
3
4
5
( gr )
785,00
785,60
786,20
787,70
788,90
( °C )
55
50
45
40
35
Grafik Kalibrasi Erlenmeyer 789.5 Weight Bottle + Water ; W2 ( gram )
789
788.5 788 y = -0.198x + 795.59
787.5 787 786.5 786 785.5 785 784.5 784
30
35
40
45 Temperature ; T ( °C )
86
50
55
60
Lampiran L2 Berat Jenis Tanah (nilai akhir)
SPECIFIC GRAFITY TEST Soil Sample Location Boring No. Sample No.
: Pasir kecoklatan : Sumedang
Form No. Test No. Date Tested by
: :1 : 4 Dsember 2010 : Christian Stevanus
2 3 845,20 846,10
4 846,95
5 847,80
40
35
depth :
m
Determination No. Wt. Bottle + Water + Soil
; W1
( gr )
1 844,62
Temperatur
;T
( °C )
55
Wt. Bottle + water
; W2
( gr )
784,70
785,69 786,68
787,67
788,66
Spec. Grav. of Water at T °C
; GT
0,9857
0,9881 0,9903
0,9922
0,9941
Spec. Grav.of Soil at T °C
; GS
2,68
2,65
2,64
Wt. of Dish
; W3
( gr ) 206,80
Wt. Dish + Dry Soil
; W4
( gr ) 301,60
Wt. of Dry Soil
; WS
( gr )
WS G T GS W 2 - W1 W S AVERAGE VALUE of GS =
2,66
87
94,80
50
2,65
45
2,65
Lampiran L3 Sieve AnalysisTest
SIEVE ANALYSIS Soil Sample
: Pasir Trass
Location Boring No.
: Sumedang :depth :
Sample No.
:-
m
GS : 2,66
Form No. Test No. Date Tested by
SOIL SAMPLE WEIGHT Container Number Weight Container
:2 ; ( W1 ) = 210,00
gram
Weight Container + Dry Soil Weight of Dry Soil Used
; ( W2 ) = ; ( W3 ) =
gram gram
810,00 600,00
: :2 : 17 November 2010 : Christian Stevanus
(mm)
(gram)
(gram)
Wt. Soil Retaine d (gram)
4
4,750
359,00
381,00
22,00
3,67
3,67
96,33
10
2,000
451,80
518,30
66,50
11,09
14,76
85,24
20
0,850
400,00
565,00
165,00
27,51
42,27
57,73
40
0,425
293,70
411,60
117,90
19,66
61,93
38,07
100
0,150
290,10
469,10
179,00
29,85
91,78
8,22
200
0,075
278,40
284,70
6,30
1,05
92,83
7,17
368,00
411,00
43,00
7,17
100,00
0,00
∑ =
599,70
100,00
Sieve Sieve No.
Pan
Opening
Wt. Sieve
Wt. Sieve + Soil
88
Percent
Percent
Percent
Retained
Cumulative
Finer
(%)
(%)
(%)
89
Lampiran L5 Berat Isi Tanah
UJI BERAT ISI TANAH (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir trass lolos ayakan #20 #40 : Sumedang : depth : - m : GS : 2,660
no tinggi mold, t (cm) diameter mold, d (cm)
1 11,63167 10,125
volume mold, V (cm3) berat mold, W1 (gr) berat tanah kering + mold, W2 (gr) berat tanah kering, Ws = W2 - W1 (gr) berat isi tanah maks
936,9074 4205 5590 1385 1,478268
no tinggi mold, t (cm) diameter mold, d (cm)
2 11,63167 10,125
volume mold, V (cm3) berat mold, W1 (gr) berat tanah kering + mold, W2 (gr) berat tanah kering, Ws = W2 - W1 (gr) berat isi tanah min
936,9074 4205 5455 1250 1,334177
90
Form No. Test No. Date Tested by
: :3 : 14 Januari 2011 : Christian Stevanus
Lampiran L6 Direct Shear Test 1 (Normal Stress = 0,1 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Sumedang : depth : - m : GS : 2,660
SOIL SPECIMEN : Diameter Height Area Volume Wet Density Dry Density Void Ratio Porositas
;(D)= ; (t) = ;(A)= ; (V)= ; ( γwet ) = ; ( γdry ) = ;(e) = ;(n) = Sr =
NORMAL STRESS Elapsed Time
=
Horizontal Dial
Form No. Test No. Date Tested by
: :4 : 12 Februari 2011 : Christian Stevanus
6,236 1,913 30,527 58,398 1,570 1,259 0,800 0,444 81,974
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 154,000 gram Wt. Cont + Dry Soil ; W3 = 136,200 gram Wt. of Water ; WW = 17,800 gram Wt. of Dry Soil ; WS = 72,200 gram WATER CONTENT ; w = 24,654 %
%
STRAIN RATE
=
1,1183
% / min
0,10532
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Strain
(minute)
(0,0254 mm)
(%)
0,29
10
0,400
1,22
20
0,800
1,82
30
1,200
2,13
40
1,600
2,42
50
2,000
2,70
60
2,400
2,90
70
2,800
3,23
80
3,200
3,52
90
3,600
3,78
100
4,000
4,05
110
4,400
4,33
120
4,800
4,65
130
5,200
4,85
140
5,600
Vertical Dial ( 0,01 mm)
0 1 3 5 8 11 13,5 16,2 19 20,8 22 23,7 26,5 29
91
Vertical
Proving Ring Dial
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
5 7 9 12 14 16 17 18 18,5 19 19,2 19,8 20,5 21
0,650
0,021
0,910
0,030
1,170
0,038
1,560
0,051
1,820
0,060
2,080
0,068
2,210
0,072
2,340
0,077
2,405
0,079
2,470
0,081
2,496
0,082
2,574
0,084
2,665
0,087
2,730
0,089
Displacement
0,0000 0,0005 0,0016 0,0026 0,0042 0,0058 0,0071 0,0085 0,0099 0,0109 0,0115 0,0124 0,0139 0,0152
5,04
150
6,000
5,21
160
6,400
5,47
170
6,800
6,02
180
7,200
6,31
190
7,600
6,48
200
8,000
7,00
210
8,400
29,2 30 31 31,6 32 32,2 31
92
0,0153 0,0157 0,0162 0,0165 0,0167 0,0168 0,0162
21,5 19 18 17,5 17 16 15
2,795
0,092
2,470
0,081
2,340
0,077
2,275
0,075
2,210
0,072
2,080
0,068
1,950
0,064
Lampiran L7 Direct Shear Test 1 (Normal Stress = 0,2 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Sumedang : depth : - m : GS : 2,660
Form No. Test No. Date Tested by
: :5 : 12 Februari 2011 : Christian Stevanus
SOIL SPECIMEN : Diameter ;(D)= Height ; (t) = Area ;(A)= Volume ; (V)= Wet Density ; ( γwet ) = Dry Density ; ( γdry ) = Void Ratio ;(e) = Porositas ;(n) = Sr =
6,236 1,913 30,527 58,398 1,570 1,259 0,800 0,444 81,974
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 154,000 gram Wt. Cont + Dry Soil ; W3 = 136,200 gram Wt. of Water ; WW = 17,800 gram Wt. of Dry Soil ; WS = 72,200 gram WATER CONTENT ; w = 24,654 %
%
STRAIN RATE
=
1,1183
% / min
NORMAL STRESS
0,22439
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Elapsed Time
=
Horizontal Dial
Strain
(minute)
(0,0254 mm)
(%)
0,35
10
0,400
1,22
20
0,800
1,82
30
1,200
2,13
40
1,600
2,42
50
2,000
2,70
60
2,400
2,90
70
2,800
3,23
80
3,200
3,52
90
3,600
3,78
100
4,000
4,05
110
4,400
4,33
120
4,800
4,47
130
5,200
4,58
140
5,600
Vertical Dial ( 0,01 mm)
1 3,9 9 14 19,1 24,9 32 39 44 50 53,5 56,7 59 60
93
Vertical
Proving Ring Dial
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
10 16 22 25 31 34 35 36 37 38 39 38 37,5 36
1,300
0,043
2,080
0,068
2,860
0,094
3,250
0,106
4,030
0,132
4,420
0,145
4,550
0,149
4,680
0,153
4,810
0,158
4,940
0,162
5,070
0,166
4,940
0,162
4,875
0,160
4,680
0,153
Displacement
0,0005 0,0020 0,0047 0,0073 0,0100 0,0130 0,0167 0,0204 0,0230 0,0261 0,0280 0,0296 0,0308 0,0314
4,65
150
6,000
4,77
160
6,400
5,11
170
6,800
5,27
180
7,200
5,43
190
7,600
5,59
200
8,000
59 57 56 55,2 54,7 53
94
0,0308 0,0298 0,0293 0,0289 0,0286 0,0277
35 34 33,5 32,5 32 31
4,550
0,149
4,420
0,145
4,355
0,143
4,225
0,138
4,160
0,136
4,030
0,132
Lampiran L8 Direct Shear Test 1 (Normal Stress = 0,3 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Maranatha : depth : - m : GS : 2,660
Form No. Test No. Date Tested by
: :6 : 12 Februari 2011 : Christian Stevanus
SOIL SPECIMEN : Diameter ;(D)= Height ; (t) = Area ;(A)= Volume ; (V)= Wet Density ; ( γwet ) = Dry Density ; ( γdry ) = Void Ratio ;(e) = Porositas ;(n) = Sr =
6,236 1,913 30,527 58,398 1,570 1,204 0,800 0,444 101,013
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 167,000 gram Wt. Cont + Dry Soil ; W3 = 143,000 gram Wt. of Water ; WW = 24,000 gram Wt. of Dry Soil ; WS = 79,000 gram WATER CONTENT ; w = 30,380 %
%
STRAIN RATE
=
1,1183
% / min
NORMAL STRESS
0,31612
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Elapsed Time
=
Horizontal Dial
Strain
(minute)
(0,0254 mm)
(%)
0,35
10
0,400
1,22
20
0,800
1,82
30
1,200
2,13
40
1,600
2,42
50
2,000
2,70
60
2,400
2,90
70
2,800
3,23
80
3,200
Vertical Dial ( 0,01 mm)
2 4 5 3 2 1,5 1 0,8
95
Vertical
Proving Ring Dial
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
45 51 52 53 54 52 50 49
5,850
0,192
6,630
0,217
6,760
0,221
6,890
0,226
7,020
0,230
6,760
0,221
6,500
0,213
6,370
0,209
Displacement
0,0010 0,0021 0,0026 0,0016 0,0010 0,0008 0,0005 0,0004
Lampiran L9 Direct Shear Test 2 (Normal Stress = 0,1 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Maranatha : depth : - m : GS : 2,660
Form No. Test No. Date Tested by
: :7 : 17 Februari 2011 : Christian Stevanus
SOIL SPECIMEN : Diameter ;(D)= Height ; (t) = Area ;(A)= Volume ; (V)= Wet Density ; ( γwet ) = Dry Density ; ( γdry ) = Void Ratio ;(e) = Porositas ;(n) = Sr =
6,236 1,913 30,527 58,398 1,570 1,259 0,800 0,444 81,974
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 154,000 gram Wt. Cont + Dry Soil ; W3 = 136,200 gram Wt. of Water ; WW = 17,800 gram Wt. of Dry Soil ; WS = 72,200 gram WATER CONTENT ; w = 24,654 %
%
STRAIN RATE
=
1,1183
% / min
NORMAL STRESS
0,10532
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Elapsed Time
=
Horizontal Dial
Strain
(minute)
(0,0254 mm)
(%)
0,24
10
0,400
1,22
20
0,800
1,82
30
1,200
2,13
40
1,600
2,42
50
2,000
2,70
60
2,400
2,90
70
2,800
3,23
80
3,200
3,52
90
3,600
3,78
100
4,000
4,05
110
4,400
4,12
120
4,800
4,34
130
5,200
4,57
140
5,600
Vertical Dial ( 0,01 mm)
0 1 3 5 8 11 13,5 16,2 19 20,8 22 23,7 26,5 29
96
Vertical
Proving Ring Dial
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
5 8 10 12 14 16 18 19 20 20,5 21 21,2 20,5 19
0,650
0,021
1,040
0,034
1,300
0,043
1,560
0,051
1,820
0,060
2,080
0,068
2,340
0,077
2,470
0,081
2,600
0,085
2,665
0,087
2,730
0,089
2,756
0,090
2,665
0,087
2,470
0,081
Displacement
0,0000 0,0005 0,0016 0,0026 0,0042 0,0058 0,0071 0,0085 0,0099 0,0109 0,0115 0,0124 0,0139 0,0152
4,68
150
6,000
4,75
160
6,400
5,09
170
6,800
5,24
180
7,200
5,37
190
7,600
5,54
200
8,000
5,65
210
8,400
29,2 30 31 31,6 32 32,2 31
97
0,0153 0,0157 0,0162 0,0165 0,0167 0,0168 0,0162
18 17 15 14 13 12 11
2,340
0,077
2,210
0,072
1,950
0,064
1,820
0,060
1,690
0,055
1,560
0,051
1,430
0,047
Lampiran L10 Direct Shear Test 2 (Normal Stress = 0,2 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Maranatha : depth : - m : GS : 2,660
Form No. Test No. Date Tested by
: :8 : 17 Februari 2011 : Christian Stevanus
SOIL SPECIMEN : Diameter ;(D)= Height ; (t) = Area ;(A)= Volume ; (V)= Wet Density ; ( γwet ) = Dry Density ; ( γdry ) = Void Ratio ;(e) = Porositas ;(n) = Sr =
6,236 1,913 30,527 58,398 1,570 1,259 0,800 0,444 81,974
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 154,000 gram Wt. Cont + Dry Soil ; W3 = 136,200 gram Wt. of Water ; WW = 17,800 gram Wt. of Dry Soil ; WS = 72,200 gram WATER CONTENT ; w = 24,654 %
%
STRAIN RATE
=
1,1183
% / min
NORMAL STRESS
0,22439
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Elapsed Time
=
Horizontal Dial
Strain
Vertical Dial ( 0,01 mm)
Vertical
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
11 15 20 23 25 27 28 29 30 31 32 32,5 34 35
1,430
0,047
1,950
0,064
2,600
0,085
2,990
0,098
3,250
0,106
3,510
0,115
3,640
0,119
3,770
0,123
3,900
0,128
4,030
0,132
4,160
0,136
4,225
0,138
4,420
0,145
4,550
0,149
Displacement
(minute)
(0,0254 mm)
(%)
0,35
10
0,400
1
0,0005
1,22
20
0,800
3,9
0,0020
1,82
30
1,200
9
0,0047
2,13
40
1,600
14
0,0073
2,42
50
2,000
19,1
0,0100
2,70
60
2,400
24,9
0,0130
2,90
70
2,800
32
0,0167
3,00
80
3,200
39
0,0204
3,07
90
3,600
44
0,0230
3,15
100
4,000
50
0,0261
3,21
110
4,400
53,5
0,0280
3,38
120
4,800
56,7
0,0296
3,47
130
5,200
59
0,0308
3,52
140
5,600
60
0,0314
98
Proving Ring Dial
3,78
150
6,000
59
0,0308
4,05
160
6,400
57
0,0298
4,19
170
6,800
56
0,0293
4,25
180
7,200
55,2
0,0289
4,32
190
7,600
54,7
0,0286
4,48
200
8,000
53
0,0277
4,61
210
8,400
52
0,0272
4,74
220
8,800
50
0,0261
5,12
230
9,200
49
0,0256
5,27
240
9,600
47
0,0246
5,44
250
10,000
46
0,0240
5,59
260
10,400
45
0,0235
99
36 36,5 37 38 39 38 36,5 35 34 32 30 29
4,680
0,153
4,745
0,155
4,810
0,158
4,940
0,162
5,070
0,166
4,940
0,162
4,745
0,155
4,550
0,149
4,420
0,145
4,160
0,136
3,900
0,128
3,770
0,123
Lampiran L11 Direct Shear Test 2 (Normal Stress = 0,3 kg/cm2 )
DIRECT SHEAR TEST (Cohensionless / Cohesive) Soil Soil Sample Location Boring No. Sample No.
: Pasir lolos ayakan #20 #40 : Maranatha : depth : - m : GS : 2,660
Form No. Test No. Date Tested by
: : : 14 Januari 2011 : Christian Stevanus
SOIL SPECIMEN : Diameter ;(D)= Height ; (t) = Area ;(A)= Volume ; (V)= Wet Density ; ( γwet ) = Dry Density ; ( γdry ) = Void Ratio ;(e) = Porositas ;(n) = Sr =
6,236 1,913 30,527 58,398 1,570 1,204 0,800 0,444 101,013
cm cm cm² cm³ gr/cm³ gr/cm³
WATER CONTENT DETERMINATION : Container No : 1 Wt. of Container ; W1 = 64,000 gram Wt. Cont + Wet Soil ; W2 = 167,000 gram Wt. Cont + Dry Soil ; W3 = 143,000 gram Wt. of Water ; WW = 24,000 gram Wt. of Dry Soil ; WS = 79,000 gram WATER CONTENT ; w = 30,380 %
%
STRAIN RATE
=
1,1183
% / min
NORMAL STRESS
0,31612
Kg/cm2
RING CONSTANT
=
0,13
Kg/div
Elapsed Time
=
Horizontal Dial
Strain
Vertical Dial ( 0,01 mm)
Vertical
Shear Force
Shear Stress
(div)
(Kg)
(Kg/cm²)
38 42 48 49 50 51,5 52 53 54 53 52 51,5 50
4,940
0,162
5,460
0,179
6,240
0,204
6,370
0,209
6,500
0,213
6,695
0,219
6,760
0,221
6,890
0,226
7,020
0,230
6,890
0,226
6,760
0,221
6,695
0,219
6,500
0,213
Displacement
(minute)
(0,0254 mm)
(%)
0,35
10
0,400
2
0,0010
1,22
20
0,800
4
0,0021
1,82
30
1,200
5
0,0026
2,13
40
1,600
3
0,0016
2,42
50
2,000
2
0,0010
2,70
60
2,400
1,5
0,0008
2,90
70
2,800
1
0,0005
3,23
80
3,200
0,8
0,0004
3,38
90
3,600
0,8
0,0004
3,47
100
4,000
0,8
0,0004
3,65
110
4,400
0,8
0,0004
3,74
120
4,800
0,8
0,0004
3,90
130
5,200
0,8
0,0004
100
Proving Ring Dial
Lampiran L12 Grafik Direct Shear Pengujian 1 normal stress (kg/cm2) 0,1 0,2 0,3
shear strength (kg/cm2) 0,087 0,165 0,228
101
Pengujian 2 normal stress (kg/cm2) 0,1 0,2 0,3
shear strength (kg/cm2) 0,088 0,159 0,229
102
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :1 : Lereng pasir jarak 0,5B : Christian Stevanus
GS : 2,66
Beban (kg)
Pembacaan dial
penurunan (mm)
0 10 20 22 23 24 25 25,5 26 27 28 28 28 28 28 28
0 42 79 91 102 118 134 167 227 297 381 428 459 493 552 574
0 0,42 0,79 0,91 1,02 1,18 1,34 1,67 2,27 2,97 3,81 4,28 4,59 4,93 5,52 5,74
GRAFIK BEBAN VS PENURUNAN
103
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :2 : Lereng pasir jarak 0,5B : Christian Stevanus
GS : 2,66
Beban (kg)
Pembacaan dial
penurunan (mm)
0 10 20 24 25 26 27 28 29 30 30 30 30 30 30 30 30
0 38 77 124 148 176 207 243 287 358 472 495 519 533 553 571 582
0 0,38 0,77 1,24 1,48 1,76 2,07 2,43 2,87 3,58 4,72 4,95 5,19 5,33 5,53 5,71 5,82
GRAFIK BEBAN VS PENURUNAN
104
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :3 : Lereng pasir jarak 0,5B : Christian Stevanus
GS : 2,66
Beban (kg)
Pembacaan penurunan dial (mm) GRAFIK BEBAN VS PENURUNAN
0 10 20 22 24 25 26 27 28 29 30 31 31 31 31 31 31
0 40 81 106 154 204 253 292 347 392 445 521 537 554 574 583 597
0 0,4 0,81 1,06 1,54 2,04 2,53 2,92 3,47 3,92 4,45 5,21 5,37 5,54 5,74 5,83 5,97
105
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :4 : Lereng pasir jarak 1,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 45 50 53 58 61 65 66 67 68 69 70 71 72 73 74 75 75 75 75 75
0 45 97 191 225 257 279 313 335 364 372 379 388 398 412 431 452 487 524 644 698 724 751 788
GRAFIK BEBAN VS PENURUNAN
0 0,45 0,97 1,91 2,25 2,57 2,79 3,13 3,35 3,64 3,72 3,79 3,88 3,98 4,12 4,31 4,52 4,87 5,24 6,44 6,98 7,24 7,51 7,88
106
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :5 : Lereng pasir jarak 1,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 46 50 53 59 64 66 67 70 71 72 73 74 74 74 74 74 74 74 74 74
0 45 97 195 231 258 278 313 341 354 362 379 388 399 412 431 452 487 524 554 588 724 751 790
GRAFIK BEBAN VS PENURUNAN
0 0,45 0,97 1,95 2,31 2,58 2,78 3,13 3,41 3,54 3,62 3,79 3,88 3,99 4,12 4,31 4,52 4,87 5,24 5,54 5,88 7,24 7,51 7,9
107
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :6 : Lereng pasir jarak 1,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (kg) dial (mm) GRAFIK BEBAN VS PENURUNAN 0 10 20 40 45 48 54 60 62 64 67 68 69 70 71 72 73 74 75 75 75 75 75 75
0 45 97 191 225 244 279 313 325 343 372 379 388 397 410 421 452 487 524 644 698 720 742 778
0 0,45 0,97 1,91 2,25 2,44 2,79 3,13 3,25 3,43 3,72 3,79 3,88 3,97 4,1 4,21 4,52 4,87 5,24 6,44 6,98 7,2 7,42 7,78
108
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :7 : Lereng pasir jarak 2,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 85 89 92 95 96 97 98 99 100 101 102 103 104 105 106 107 108 108 108 108 108 108 108
0 51 112 239 470 521 563 601 654 671 697 722 745 791 834 856 878 902 915 954 968 982 1012 1035 1089 1105 1138 1161
GRAFIK BEBAN VS PENURUNAN
0 0,51 1,12 2,39 4,7 5,21 5,63 6,01 6,54 6,71 6,97 7,22 7,45 7,91 8,34 8,56 8,78 9,02 9,15 9,54 9,68 9,82 10,12 10,35 10,89 11,05 11,38 11,61
109
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :8 : Lereng pasir jarak 2,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 84 88 92 97 98 100 101 102 103 104 105 106 107 108 109 110 110 110 110 110 110 110 110
0 57 119 242 423 451 489 532 581 595 632 645 662 681 701 723 751 778 795 811 828 858 878 928 957 986 1004 1016
GRAFIK BEBAN VS PENURUNAN
0 0,57 1,19 2,42 4,23 4,51 4,89 5,32 5,81 5,95 6,32 6,45 6,62 6,81 7,01 7,23 7,51 7,78 7,95 8,11 8,28 8,58 8,78 9,28 9,57 9,86 10,04 10,16
110
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: :9 : Lereng pasir jarak 2,5B : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 85 91 95 97 100 101 102 103 104 105 106 107 107 107 107 107 107 107
0 57 119 242 423 451 489 532 551 595 622 645 662 681 701 723 751 778 795 811 828 858 878
GRAFIK BEBAN VS PENURUNAN
0 0,57 1,19 2,42 4,23 4,51 4,89 5,32 5,51 5,95 6,22 6,45 6,62 6,81 7,01 7,23 7,51 7,78 7,95 8,11 8,28 8,58 8,78
111
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: : 10 : Tidak ada lereng : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 90 94 98 104 106 109 112 115 117 119 121 125 130 131 132 133 134 135 135 135 135 135 135 135 135
0 72 152 351 712 794 842 881 936 962 998 1032 1071 1098 1127 1155 1204 1294 1310 1312 1344 1372 1398 1425 1451 1478 1425 1451 1478 1502
GRAFIK BEBAN VS PENURUNAN
0 0,72 1,52 3,51 7,12 7,94 8,42 8,81 9,36 9,62 9,98 10,32 10,71 10,98 11,27 11,55 12,04 12,94 13,1 13,12 13,44 13,72 13,98 14,25 14,51 14,78 14,25 14,51 14,78 15,02
112
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: : 11 : Tidak ada lereng : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 90 95 100 104 109 113 116 120 124 126 128 130 131 132 133 134 134 134 134 134 134 134
0 74 152 312 629 697 741 789 834 911 968 1013 1088 1147 1195 1241 1283 1315 1357 1390 1447 1486 1521 1566 1594 1601 1618
GRAFIK BEBAN VS PENURUNAN
0 0,74 1,52 3,12 6,29 6,97 7,41 7,89 8,34 9,11 9,68 10,13 10,88 11,47 11,95 12,41 12,83 13,15 13,57 13,9 14,47 14,86 15,21 15,66 15,94 16,01 16,18
113
UJI PEMBEBANAN PONDASI DANGKAL Soil Sample Location Boring No. Sample No.
: Pasir trass : Sumedang ::-
Form No. Test No. Test Type Tested by
: : 12 : Tidak ada lereng : Christian Stevanus
GS : 2,66
Beban Pembacaan penurunan (Kg) dial (mm) 0 10 20 40 80 90 98 104 109 116 119 122 124 126 127 128 129 130 131 132 133 134 135 135 135 135 135 135 135 135
0 75 173 358 782 874 964 1031 1083 1158 1193 1232 1255 1284 1307 1322 1348 1361 1387 1402 1431 1453 1554 1578 1593 1612 1635 1653 1674 1693
GRAFIK BEBAN VS PENURUNAN
0 0,75 1,73 3,58 7,82 8,74 9,64 10,31 10,83 11,58 11,93 12,32 12,55 12,84 13,07 13,22 13,48 13,61 13,87 14,02 14,31 14,53 15,54 15,78 15,93 16,12 16,35 16,53 16,74 16,93
114
Lampiran L17 Gambar alat – alat pengujian 1. Berat Jenis Tanah (Spesific Grafity)
Erlenmeyer
Thermometer
2. Distribusi Ukuran Butir (Sieve Analysis)
Mesin pengguncang
Susunan tapis
115
3. Berat Isi Tanah
Jangka sorong
Mold
4. Uji Geser Langsung (Direct Shear)
Shear box bagian atas
Pembebanan
Shear box bagian bawah & blok pengaku
Alat Direct Shear
116
Lampiran L18 Sketsa pengujian pembebanan model pondasi
117
