Tabel 12. Resume Uji Laboratorium Mekanika Tanah Terhadap 55 Contoh Tanah Tidak Terganggu (UDS) BORE
DEPTH
USCS
GS
HOLE
WN
(m)
Atterberg limits
Determination Unit weight of dyr density & moisture content m
d
void ratio ratio Porosi Porosity ty
sr
wL
wP
lP
Particle Size Distribution Analisis ( ASTM D 422 ) GRAVEL
SAND
SILT
CL CLAY
Consolidation Cv
Cc
Triaxial UU
Unconfined
Permeabillyty
Total Stress
compression
K
C
qu
cu
%
Mg / m3
Mg / m3
e
n
%
%
%
8, 00 00
CH
2, 57 578 3
1 02 02 ,8 ,84
1, 39 390
0 ,6 ,68 5
2, 76 763
0, 73 73
95 ,9 ,97
1 42 42, 12 12
3 0, 0, 16 16
11 11 1, 1, 96 96
0, 00 00
2 ,0 ,01
3 1, 1, 42 42
66 ,5 ,57
0 ,0 ,001 57 57
0, 82 829
0 ,0 ,04 2
3, 3, 36 36 5
0, 0, 22 22 9
0, 0, 11 11 4
8.30E-07
-
16 16, 00 00
CH
2 ,5 ,587 6
79 ,0 ,00
1, 50 504
0 ,8 ,84 0
2 ,0 ,081
0, 68 68
98 ,2 ,25
1 29 29, 84 84
2 8, 8, 94 94
10 100, 90 90
0, 00 00
2 ,3 ,31
3 3, 3, 63 63
64 ,0 ,06
0 ,0 ,001 87 87
0, 65 654
0, 07 07 3
4, 4, 08 08 1
0, 0, 24 24 9
0, 0, 12 12 4
7.76E-07
23 ,5 ,50 -
2 4, 4, 00 00
CH
2 ,5 ,595 3
56 ,0 ,06
1, 62 628
1 ,0 ,04 3
1 ,4 ,488
0 ,6 ,60
97 ,7 ,78
1 17 17, 25 25
2 9, 9, 18 18
8 8, 8, 07 07
0, 00 00
4, 87 87
3 4, 4, 50 50
60 ,6 ,63
0 ,0 ,00 21 216
0, 44 447
0, 18 18 9
5, 5, 07 07 0
0, 0, 89 89 3
0, 0, 44 44 6
5.41E-07
31 ,5 ,50 -
3 2, 2, 00 00
CH
2 ,5 ,59 67 67
31 ,7 ,79
1, 85 857
1, 40 40 9
0 ,8 ,84 3
0 ,4 ,46
97 ,9 ,93
1 07 07 ,5 ,53
2 8, 8, 70 70
7 8, 8, 83 83
0 ,0 ,00
3, 15 15
3 8, 8, 53 53
58 ,3 ,32
0 ,0 ,00 23 231
0, 24 243
0, 24 247
7 ,1 ,13 4
1, 1, 25 25 9
0, 0, 63 63 0
9.31E-08
3 9, 9, 50 50
-
40 40, 00 00
OH
2 ,5 ,56 75 75
11 0, 0, 79 79
1, 37 379
0, 65 65 4
2 ,9 ,92 3
0 ,7 ,75
97 ,3 ,31
1 55 55 ,7 ,72
5 7, 7, 30 30
9 8, 8, 42 42
0 ,0 ,00
5, 51 51
6 1, 1, 55 55
32 ,9 ,94
0 ,0 ,00 19 196
0, 81 815
0, 21 216
9 ,2 ,2 34 34
1 ,1 ,15 7
0, 0, 57 57 8
4.05E-06
BH - 02
7 ,5 ,50
-
8, 00 00
CH
2 ,5 ,58 03 03
10 5, 5, 93 93
1, 36 367
0, 66 66 4
2 ,8 ,88 8
0 ,7 ,74
94 ,6 ,65
1 38 38 ,2 ,25
3 0, 0, 95 95 1 07 07, 30 30
0 ,0 ,00
2, 30 30
30, 34 34
6 7, 7, 36 36
0 ,0 ,00 14 148
0 ,9 ,935
0, 03 032
2 ,5 ,5 89 89
0 ,1 ,14 3
0, 0, 07 07 1
8.38E-07
BH - 02
1 5, 5, 50 50 -
1 6, 6, 00 00
CH
2 ,5 ,59 27 27
6 7, 7, 14 14
1 ,4 ,420
0, 84 849
2 ,0 ,05 2
0 ,6 ,67
8 4, 4, 82 82
127 ,5 ,51
2 9, 9, 84 84
9 7, 7, 67 67
0 ,0 ,00
1, 92 92
33, 69 69
6 4, 4, 39 39
0 ,0 ,00 14 149
0 ,5 ,560
0, 05 057
3 ,5 ,5 51 51
0 ,2 ,2 42 42
0 ,1 ,12 1
5.53E-07
BH - 02
3 7, 7, 50 50 -
3 8, 8, 00 00
CH
2 ,5 ,59 75 75
3 6, 6, 80 80
1 ,7 ,780
1, 30 301
0 ,9 ,99 7
0 ,5 ,50
9 5, 5, 90 90
114 ,7 ,79
2 8, 8, 09 09
8 6, 6, 70 70
0 ,0 ,00
2, 36 36
38, 92 92
5 8, 8, 72 72
0, 00 00 23 23 8
0 ,2 ,27 2
0, 17 177
6 ,5 ,5 58 58
0 ,7 ,7 34 34
0 ,3 ,3 67 67
4.83E-07
BH - 01
7, 50 50
-
BH - 01
15 ,5 ,50
BH - 01 BH - 01 BH - 01
%
%
%
%
%
cm/sec
kg/cm2
deg kg/cm2
kg/cm2 kg/cm2
Cm / sec
BH - 03
7, 50 50
-
8, 00 00
CH
2 ,5 ,56 73 73
10 5, 5, 24 24
1 ,3 ,360
0, 66 663
2 ,8 ,87 5
0 ,7 ,74
9 3, 3, 99 99
139 ,2 ,21
3 2, 2, 29 29 1 06 06 ,9 ,92
0 ,0 ,00
1, 79 79
29, 78 78
6 8, 8, 43 43
0, 00 00 12 12 3
0 ,8 ,88 6
0, 07 071
3 ,9 ,9 40 40
0 ,3 ,3 28 28
0 ,1 ,1 64 64
8.81E-07
BH - 03
1 5, 5, 50 50
-
16 16 ,0 ,00
CH
2, 58 58 56 56
7 6, 6, 88 88
1 ,4 ,43 2
0, 81 810
2, 19 19 4
0, 69 69
9 0, 0, 63 63
133 ,8 ,89
3 1, 1, 11 11
10 102 ,7 ,78
0 ,0 ,00
1, 71 71
29 ,5 ,58
6 8, 8, 71 71
0, 00 0017 9
0 ,5 ,58 7
0, 04 048
4 ,1 ,1 74 74
0 ,2 ,2 30 30
0 ,1 ,1 15 15
7.40E-07
BH - 03
2 3, 3, 50 50 -
2 4, 4, 00 00
CH
2, 59 5977
3 4, 4, 29 29
1 ,8 ,80 4
1, 34 344
0, 93 933
0, 48 48
9 5, 5, 43 43
109 ,8 ,86
3 0, 0, 11 11
7 9, 9, 75 75
0, 00 00
2, 22 22
38 ,4 ,41
5 9, 9, 37 37
0, 00 0021 2
0 ,2 ,25 7
0, 15 154
6 ,4 ,4 99 99
0 ,7 ,7 66 66
0 ,3 ,3 83 83
3.44E-07
BH - 03
31, 50 50 -
3 2, 2, 00 00
CH
2, 59 5957
5 2, 2, 46 46
1 ,6 ,65 5
1, 08 086
1, 39 391
0, 58 58
9 7, 7, 89 89
11 2, 2, 17 17
2 9, 9, 06 06
8 3, 3, 11 11
0, 00 00
3, 21 21
39 ,3 ,35
5 7, 7, 44 44
0, 00 0018 5
0, 41 41 5
0, 15 153
5 ,0 ,076
0 ,6 ,6 60 60
0 ,3 ,3 30 30
3.81E-07
BH - 03
39, 50 50 -
4 0, 0, 00 00
CH
2, 58 5873
75, 39 39
1, 48 48 5
0, 84 847
2, 05 056
0, 67 67
9 4, 4, 86 86
12 8, 8, 17 17
3 1, 1, 15 15
9 7, 7, 02 02
0, 00 00
2, 94 94
32 ,6 ,67
64, 39 39
0, 00 0029 5
0, 52 52 4
0 ,2 ,296
7 ,4 ,422
1 ,2 ,240
0 ,6 ,6 20 20
6.78E-07
BH - 04
5, 50 50
-
6 ,0 ,00
OH
2, 56 5634
1 65 65, 54 54
1, 18 18 6
0, 44 446
4, 74 741
0, 83 83
8 9, 9, 50 50
19 2, 2, 51 51
8 0, 0, 74 74
11 11 1, 1, 77 77
0, 00 00
5 ,7 ,79
65 ,6 ,67
28, 54 54
0, 00 001 28 28
1, 22 223
0 ,0 ,024
4 ,1 ,135
0 ,1 ,126
0 ,0 ,0 63 63
5.57E-06
BH - 04
27, 50 50 -
2 8, 8, 00 00
CH
2, 59 596 8
41, 39 39
1, 74 744
1 ,2 ,234
1, 10 105
0, 53 53
97, 29 29
11 8, 8, 72 72
2 9, 9, 93 93
8 8, 8, 79 79
0, 00 00
2 ,2 ,20
37 ,4 ,43
60, 37 37
0, 00 002 61 61
0, 29 291
0 ,1 ,11 7
5, 5, 46 463
0 ,4 ,487
0 ,2 ,243
4.25E-07
BH - 04
31 ,5 ,50 -
3 2, 2, 00 00
CH
2, 59 599 4
44 ,3 ,30
1, 72 720
1 ,1 ,19 2
1, 18 181
0, 54 54
97 ,5 ,50
1 16 16, 58 58
2 9, 9, 26 26
8 7, 7, 32 32
0, 00 00
3 ,7 ,73
3 6, 6, 95 95
59 ,3 ,32
0 ,0 ,001 93 93
0, 29 298
0 ,1 ,12 2
4, 4, 89 89 0
0, 0, 51 51 2
0, 0, 25 25 6
3.51E-7
BH - 04
57 ,0 ,00 -
5 7, 7, 50 50
CH
2, 59 594 6
59 ,6 ,69
1, 57 570
0 ,9 ,98 3
1 ,6 ,639
0, 62 62
94 ,5 ,50
1 24 24, 37 37
3 0, 0, 22 22
9 4, 4, 15 15
0, 00 00
2 ,2 ,26
2 5, 5, 15 15
62 ,5 ,59
0 ,0 ,001 65 65
0, 41 417
0, 05 05 4
3, 3, 64 64 9
0, 0, 25 25 7
0, 0, 12 12 9
6.42E-07
BH - 05
5 ,5 ,50
-
6, 00 00
CH
2 ,5 ,575 3
1 05 05 ,9 ,98
1, 37 377
0 ,6 ,66 8
2 ,8 ,853
0, 74 74
95 ,6 ,66
1 34 34, 47 47
3 1, 1, 89 89 1 02 02, 58 58
0, 00 00
1, 99 99
3 2, 2, 83 83
65 ,1 ,19
0 ,0 ,001 37 37
0, 89 899
0, 03 03 9
2, 2, 95 95 4
0, 0, 16 16 4
0, 0, 08 08 2
8.20E-07
BH - 05
15 ,5 ,50 -
1 6, 6, 00 00
CH
2 ,5 ,586 6
89 ,4 ,43
1, 42 428
0, 75 75 4
2 ,4 ,43 2
0 ,7 ,71
95 ,1 ,12
1 22 22, 63 63
3 0, 0, 26 26
9 2, 2, 37 37
0 ,0 ,00
3, 28 28
3 5, 5, 49 49
61 ,2 ,23
0 ,0 ,00 14 146
0, 67 673
0, 05 053
3 ,1 ,15 7
0, 0, 23 23 7
0, 0, 11 11 8
6.98E-07
BH - 05
2 7, 7, 50 50 -
2 8, 8, 00 00
CH
2 ,5 ,59 75 75
28 ,6 ,63
1, 83 833
1, 42 42 5
0 ,8 ,82 2
0 ,4 ,45
90 ,4 ,43
89, 58 58
2 6, 6, 69 69
6 2, 2, 89 89
0 ,0 ,00
3, 81 81
3 9, 9, 71 71
56 ,4 ,48
0 ,0 ,00 29 296
0, 21 214
0, 17 172
4 ,3 ,37 7
0, 0, 77 77 9
0, 0, 39 39 0
4.71E-07
BH - 06
7 ,5 ,50
-
8, 00 00
CH
2 ,5 ,56 83 83
10 8, 8, 04 04
1, 38 389
0, 66 66 8
2 ,8 ,84 6
0 ,7 ,74
97 ,5 ,51
1 44 44 ,8 ,81
3 4, 4, 89 89 1 09 09, 92 92
0 ,0 ,00
2, 33 33
27, 62 62
70 ,0 ,05
0 ,0 ,00 15 152
0 ,8 ,882
0, 02 028
2 ,9 ,9 46 46
0 ,2 ,22 3
0, 0, 11 11 2
9.15E-07
BH - 06
2 3, 3, 50 50 -
2 4, 4, 00 00
CH
2 ,6 ,60 38 38
3 7, 7, 74 74
1 ,7 ,770
1, 28 285
1 ,0 ,02 6
0 ,5 ,51
9 5, 5, 80 80
95, 28 28
2 9, 9, 67 67
6 5, 5, 61 61
0 ,0 ,00
2, 68 68
36, 75 75
6 0, 0, 57 57
0 ,0 ,00 19 198
0 ,2 ,276
0, 09 093
4 ,1 ,1 28 28
0 ,4 ,4 38 38
0 ,2 ,21 9
5.90E-07
BH - 06
3 7, 7, 50 50 -
3 8, 8, 00 00
CH
2 ,5 ,59 64 64
6 2, 2, 31 31
1 ,5 ,577
0, 97 972
1 ,6 ,67 2
0 ,6 ,63
9 6, 6, 77 77
123 ,2 ,26
3 1, 1, 92 92
9 1, 1, 34 34
0 ,0 ,00
2, 28 28
30, 41 41
6 7, 7, 31 31
0, 00 00 15 15 5
0 ,4 ,46 2
0, 03 037
3 ,6 ,6 05 05
0 ,2 ,2 56 56
0 ,1 ,1 28 28
8.25E-07
BH - 09
7, 50 50
-
8, 00 00
CH
2 ,5 ,57 91 91
9 0, 0, 66 66
1 ,4 ,416
0, 74 743
2 ,4 ,47 2
0 ,7 ,71
9 4, 4, 58 58
136 ,2 ,29
3 1, 1, 93 93 104 ,3 ,36
0 ,0 ,00
1, 60 60
30, 45 45
6 7, 7, 95 95
0, 00 00 16 16 6
0 ,7 ,73 9
0, 09 092
3 ,8 ,8 37 37
0 ,4 ,4 56 56
0 ,2 ,2 28 28
8.21E-07
BH - 09
2 3, 3, 50 50 -
2 4, 4, 00 00
CH
2, 59 59 94 94
3 6, 6, 29 29
1 ,7 ,76 3
1, 29 294
1, 00 009
0, 50 50
9 3, 3, 47 47
112 ,4 ,48
3 0, 0, 23 23
8 2, 2, 25 25
0, 00 00
3, 22 22
36 ,6 ,60
6 0, 0, 18 18
0, 00 0025 9
0 ,2 ,29 6
0, 14 149
4 ,3 ,3 14 14
0 ,7 ,7 10 10
0 ,3 ,3 55 55
4.15E-07
BH - 09
3 9, 9, 50 50 -
4 0, 0, 00 00
CH
2, 59 5986
2 7, 7, 92 92
1 ,8 ,84 8
1, 44 445
0, 79 799
0, 44 44
9 0, 0, 86 86
91 ,6 ,65
27, 78 78
6 3, 3, 87 87
0, 00 00
2, 19 19
41 ,2 ,28
5 6, 6, 53 53
0, 00 0027 6
0 ,2 ,22 3
0, 23 236
6 ,7 ,7 68 68
1 ,0 ,0 53 53
0 ,5 ,5 27 27
7.26E-07
BH - 10
7, 50 50
-
8 ,0 ,00
CH
2, 56 5667
9 1, 1, 79 79
1 ,3 ,38 6
0, 72 723
2, 55 551
0, 72 72
9 2, 2, 35 35
13 2, 2, 86 86
3 1, 1, 06 06
10 101 ,8 ,80
0, 00 00
2, 39 39
32 ,4 ,46
65, 15 15
0, 00 0017 1
0, 73 73 8
0, 03 037 6 2, 56 569
0 ,1 ,1 92 92
0 ,0 ,0 96 96
9.47E-07
BH - 10
15, 50 50
-
16 16, 00 00
CH
2, 57 5753
76, 31 31
1, 50 50 9
0, 85 856
2, 00 008
0, 67 67
97, 87 87
12 7, 7, 75 75
2 6, 6, 74 74
10 10 1, 1, 01 01
0, 00 00
2 ,4 ,41
34 ,3 ,32
63, 27 27
0, 00 001 88 88
0, 62 622
0 ,0 ,045
2 ,5 ,572
0 ,2 ,212
0 ,1 ,1 06 06
6.62E-07
BH - 10
23, 50 50 -
2 4, 4, 00 00
CH
2, 57 5796
68, 66 66
1, 50 50 1
0 ,8 ,890
1, 89 899
0, 66 66
93, 27 27
12 4, 4, 39 39
2 9, 9, 06 06
9 5, 5, 33 33
0, 00 00
4 ,0 ,04
34 ,6 ,64
61, 32 32
0, 00 001 77 77
0, 52 526
0 ,0 ,05 2
3, 3, 52 524
0 ,2 ,218
0 ,1 ,109
6.21E-07
BH - 10
31 ,5 ,50 -
3 2, 2, 00 00
CH
2, 59 597 2
40, 35 35
1, 74 744
1 ,2 ,243
1, 09 090
0, 52 52
96, 18 18
11 8, 8, 37 37
2 8, 8, 46 46
8 9, 9, 91 91
0, 00 00
4 ,3 ,30
36 ,5 ,58
59, 12 12
0, 00 002 36 36
0, 32 328
0 ,3 ,32 9
7, 7, 12 12 7
1, 1, 54 548
0 ,7 ,774
3.70E-07
BH - 10
39 ,5 ,50 -
4 0, 0, 00 00
CH
2, 59 597 9
57 ,0 ,06
1, 60 606
1 ,0 ,02 3
1, 54 541
0, 61 61
96, 22 22
12 0, 0, 74 74
2 8, 8, 96 96
9 1, 1, 78 78
0, 00 00
3 ,5 ,56
3 5, 5, 93 93
60 ,5 ,51
0, 00 001 96 96
0, 43 430
0 ,1 ,12 6
4, 4, 73 73 1
0, 0, 61 615
0 ,3 ,307
4.79E-07
BH - 11
7, 7,50
8,00
CH
2,5627
8 9, 9,35 1 ,4 ,4 08 08
0 ,7 ,74 3
2, 44 447
0, 71 71
93 ,5 ,58
1 35 35, 72 72
30 ,9 ,91
10 10 4, 4, 81 81
0, 00 00
3 ,7 ,71
3 0, 0, 10 10
66 ,1 ,19
0, 00 001 53 53
0, 70 708
0 ,0 ,04 4
2 ,9 ,95 5
0 ,2 ,21 6
0 ,1 ,108
8.42E-07
BH - 11
1 5, 5, 50 50
1 6, 6, 00 00
CH
2, 56 569 6
88 ,5 ,50
1, 41 414
0 ,7 ,75 0
2, 42 425
0, 71 71
93 ,7 ,77
1 39 39, 27 27
3 1, 1, 75 75 10 7, 7, 52 52
0, 00 00
2 ,1 ,12
3 0, 0, 39 39
67 ,4 ,49
0, 00 001 47 47
0, 67 678
0 ,0 ,04 8
3, 3, 02 02 1
0, 0, 22 22 1
0, 0, 11 111
6.06E-07
BH - 11
2 3, 3, 50 50
24, 00 00
CH
2 ,5 ,579 3
40 ,0 ,08
1, 73 736
1 ,2 ,23 9
1 ,0 ,082
0, 52 52
95 ,5 ,58
1 15 15, 29 29
2 8, 8, 92 92
0, 00 00
4 ,1 ,11
3 6, 6, 97 97
58 ,9 ,92
0 ,0 ,001 89 89
0, 31 317
0, 07 07 4
3, 3, 33 33 4
0, 0, 29 29 2
0, 0, 14 14 6
4.06E-07
8 6, 6, 37 37
BH - 12
4 ,5 ,50
-
5, 00 00
CH
2 ,5 ,574 9
76 ,9 ,98
1, 45 457
0 ,8 ,82 3
2 ,1 ,128
0, 68 68
93 ,1 ,14
1 24 24, 83 83
3 1, 1, 93 93
9 2, 2, 90 90
0, 00 00
1, 85 85
3 4, 4, 94 94
63 ,2 ,21
0 ,0 ,00 16 160
0, 61 611
0, 13 13 7
4, 4, 25 25 3
0, 0, 59 59 8
0, 0, 29 29 9
7.41E-07
BH - 12
16 ,5 ,50
-
1 7, 7, 00 00
CH
2 ,5 ,56 57 57
11 0, 0, 85 85
1, 37 377
0, 65 65 3
2 ,9 ,93 0
0 ,7 ,75
97 ,0 ,08
1 48 48, 73 73
3 4, 4, 72 72
11 114, 01 01
0 ,0 ,00
1, 15 15
2 9, 9, 04 04
69 ,8 ,81
0 ,0 ,00 14 144
0, 91 918
0, 05 051
3 ,3 ,32 9
0, 0, 22 22 8
0, 0, 11 11 4
8.92E-07
BH - 12
2 4, 4, 50 50
-
25 25, 00 00
CH
2 ,5 ,58 96 96
89 ,2 ,26
1, 43 436
0, 75 75 9
2 ,4 ,41 2
0 ,7 ,71
95 ,8 ,84
1 32 32 ,8 ,85
3 0, 0, 86 86
10 101, 99 99
0 ,0 ,00
2, 43 43
3 2, 2, 48 48
65 ,0 ,09
0 ,0 ,00 19 191
0 ,6 ,628
0, 11 118
4 ,2 ,2 47 47
0 ,5 ,52 4
0, 0, 26 26 2
8.44E-07
BH - 13
7 ,5 ,50
-
8, 00 00
OH
2 ,5 ,56 24 24
17 4, 4, 76 76
1, 22 221
0, 44 44 5
4 ,7 ,76 4
0 ,8 ,83
94 ,0 ,00
2 31 31 ,4 ,42
8 2, 2, 54 54 1 48 48, 88 88
0 ,0 ,00
4, 60 60
67, 81 81
2 7, 7, 59 59
0 ,0 ,00 11 118
1 ,5 ,521
0, 03 035
3 ,6 ,6 29 29
0 ,1 ,15 1
0, 0, 07 07 6
4.14E-06
BH - 13
1 5, 5, 50 50
-
16 16 ,0 ,05
CH
2 ,5 ,57 94 94
8 4, 4, 70 70
1 ,4 ,433
0, 77 776
2 ,3 ,32 4
0 ,7 ,70
9 4, 4, 01 01
129 ,2 ,24
2 9, 9, 07 07
10 100 ,1 ,17
0 ,0 ,00
2, 49 49
35, 14 14
6 2, 2, 37 37
0 ,0 ,00 16 16 5
0 ,6 ,63 4
0, 04 043
2 ,8 ,8 52 52
0 ,2 ,2 19 19
0 ,1 ,11 0
5.30E-07
BH - 13
2 7, 7, 50 50 -
2 8, 8, 00 00
CH
2 ,5 ,59 72 72
3 2, 2, 18 18
1 ,8 ,851
1, 40 400
0 ,8 ,85 5
0 ,4 ,46
9 7, 7, 73 73
109 ,3 ,35
2 8, 8, 92 92
8 0, 0, 43 43
0 ,0 ,00
3, 85 85
36, 97 97
5 9, 9, 18 18
0, 00 00 32 32 9
0 ,2 ,25 2
0, 15 159
5 ,3 ,3 14 14
0 ,7 ,7 84 84
0 ,3 ,3 92 92
3.83E-07
BH - 13
3 8, 8, 45 45 -
3 9, 9, 00 00
CH
2, 59 59 41 41
5 2, 2, 36 36
1 ,6 ,62 5
1, 06 067
1, 43 43 2
0 ,5 ,59
9 4, 4, 85 85
105 ,3 ,33
2 7, 7, 90 90
7 7, 7, 43 43
0 ,0 ,00
2, 19 19
39, 14 14
5 8, 8, 67 67
0, 00 00 22 22 9
0 ,3 ,37 8
0, 14 143
4 ,7 ,7 39 39
0 ,6 ,6 24 24
0 ,3 ,3 12 12
2.85E-07
BH - 15
7, 50 50
-
8 ,0 ,05
CH
2, 57 57 83 83
9 9, 9, 35 35
1 ,3 ,39 2
0, 69 698
2, 69 69 2
0 ,7 ,73
9 5, 5, 16 16
131 ,5 ,54
3 0, 0, 43 43 101 ,1 ,11
0, 00 00
1, 84 84
33 ,3 ,37
6 4, 4, 79 79
0, 00 0014 0
0 ,7 ,75 7
0, 03 039
3 ,1 ,1 60 60
0 ,1 ,1 71 71
0 ,0 ,0 86 86
7.53E-07
BH - 15
23, 50 50 -
2 4, 4, 00 00
CH
2, 58 5846
5 5, 5, 39 39
1 ,5 ,56 3
0, 93 939
1, 75 751
0, 64 64
9 7, 7, 96 96
12 6, 6, 41 41
2 8, 8, 16 16
9 8, 8, 25 25
0, 00 00
3, 38 38
33 ,5 ,55
6 3, 3, 09 09
0, 00 0016 4
0 ,5 ,50 5
0, 12 128
4 ,7 ,7 08 08
0 ,5 ,5 52 52
0 ,2 ,2 76 76
4.71E-07
BH - 15
39, 50 50 -
4 0, 0, 00 00
CH
2, 58 5853
6 1, 1, 06 06
1 ,5 ,58 2
0, 98 983
1, 63 631
0, 62 62
9 6, 6, 77 77
11 1, 1, 73 73
2 8, 8, 94 94
8 2, 2, 79 79
0, 00 00
3, 61 61
36 ,7 ,78
59, 61 61
0, 00 0018 3
0, 45 45 1
0 ,1 ,166
5 ,2 ,256
0 ,7 ,7 49 49
0 ,3 ,3 75 75
4.03E-07
BH - 16
7, 50 50
-
8 ,0 ,05
CH
2, 56 5663
1 42 42, 77 77
1 ,2 ,27 3
0, 52 524
3, 89 896
0, 80 80
9 4, 4, 04 04
16 2, 2, 29 29
3 5, 5, 12 12
12 12 7, 7, 17 17
0, 00 00
5, 52 52
38 ,3 ,33
56, 15 15
0, 00 0013 1
1, 22 22 7
0 ,0 ,037
3 ,5 ,598
0 ,1 ,163
0 ,0 ,0 81 81
9.39E-07
BH - 16
23, 50 50 -
2 4, 4, 00 00
CH
2, 59 5937
37, 93 93
1, 72 72 2
1, 24 249
1, 07 077
0, 52 52
91, 31 31
11 9, 9, 94 94
2 7, 7, 91 91
9 2, 2, 03 03
0, 00 00
3 ,4 ,41
36 ,0 ,08
60, 51 51
0, 00 002 63 63
0, 28 281
0 ,1 ,13 8
4, 4, 06 062
0 ,5 ,598
0 ,2 ,299
3.61E-07
BH - 16
38, 50 50 -
3 9, 9, 00 00
CH
2, 58 589 5
58, 99 99
1, 58 588
0 ,9 ,999
1, 59 592
0, 61 61
95, 92 92
12 5, 5, 85 85
3 0, 0, 79 79
9 5, 5, 06 06
0, 00 00
2 ,8 ,86
33 ,6 ,65
63, 49 49
0, 00 001 76 76
0, 45 450
0 ,0 ,05 1
3, 3, 18 184
0 ,2 ,249
0 ,1 ,124
5.74E-07
BH - 19
0, 50 50
-
1, 00 00
CH
2, 57 579 3
68, 80 80
1, 53 530
0 ,9 ,90 6
1, 84 846
0, 65 65
96 ,1 ,13
1 33 33, 42 42
2 9, 9, 38 38 10 4, 4, 04 04
0, 00 00
1 ,8 ,85
3 2, 2, 45 45
65 ,6 ,69
0, 00 001 75 75
0, 55 554
0 ,0 ,05 1
2, 2, 64 64 3
0, 0, 23 23 3
0, 0, 11 11 7
8.38E-07
BH - 19
2, 50 50
-
3, 00 00
CH
2, 59 594 7
52, 58 58
1, 63 633
1 ,0 ,07 0
1, 42 425
0, 59 59
94, 76 76
11 8, 8, 32 32
2 6, 6, 70 70
9 1, 1, 62 62
0, 00 00
4 ,4 ,42
3 4, 4, 29 29
61 ,2 ,29
0, 00 001 67 67
0, 42 428
0 ,0 ,06 6
2, 2, 95 95 5
0, 0, 24 24 7
0, 0, 12 124
5.93E-07
BH - 19
4, 50 50
-
5,00
CH
2, 59 5982
41,57
1,695
1,198
1,17
0,54
92,35
114,79
2 6, 6,93
8 7, 7,86
0, 00 00
3,48
33,05
63,47
0,00234
0,339
0,116
3 ,7 ,709
0 ,5 ,523
0 ,2 ,262
3.99E-07
BH - 19
7 ,5 ,50
-
8, 00 00
CH
2, 57 578 6
64 ,8 ,86
1, 57 576
0 ,9 ,95 6
1 ,6 ,698
0, 63 63
98 ,5 ,51
1 29 29, 45 45
3 0, 0, 61 61
9 8, 8, 84 84
0, 00 00
2 ,2 ,27
3 3, 3, 01 01
64 ,7 ,72
0 ,0 ,001 97 97
0, 48 488
0, 04 04 1
2, 2, 97 97 9
0, 0, 20 20 6
0, 0, 10 10 3
6.31E-07
BH - 19
15 ,5 ,50 -
1 6, 6, 00 00
CH
2 ,5 ,588 3
39 ,6 ,65
1, 73 731
1, 24 24 0
1 ,0 ,08 8
0 ,5 ,52
94 ,3 ,35
1 21 21, 29 29
2 9, 9, 98 98
9 1, 1, 31 31
0 ,0 ,00
3, 02 02
3 6, 6, 27 27
60 ,7 ,71
0 ,0 ,00 23 234
0, 30 303
0, 05 059
3 ,4 ,46 3
0, 0, 26 26 7
0, 0, 13 13 3
4.11E-07
BH - 19
23 ,5 ,50
-
24 24, 00 00
CH
2 ,5 ,56 57 57
87 ,2 ,20
1, 46 469
0, 78 78 5
2 ,2 ,26 9
0 ,6 ,69
98 ,6 ,60
1 47 47 ,5 ,56
3 0, 0, 80 80
11 116, 76 76
0 ,0 ,00
1, 75 75
3 0, 0, 32 32
67 ,9 ,94
0 ,0 ,00 15 153
0, 69 695
0, 04 046
2 ,8 ,8 51 51
0 ,2 ,20 4
0, 0, 10 10 2
8.22E-07
BH - 19
3 1, 1, 50 50 -
3 2, 2, 00 00
CH
2 ,5 ,59 55 55
27 ,2 ,24
1, 88 888
1, 48 484
0 ,7 ,74 9
0 ,4 ,43
94 ,3 ,37
1 12 12 ,7 ,79
2 8, 8, 36 36
8 4, 4, 43 43
0 ,0 ,00
4, 61 61
37, 45 45
5 7, 7, 94 94
0 ,0 ,00 24 241
0 ,2 ,210
0, 25 251
6 ,8 ,8 59 59
1 ,1 ,18 2
0, 0, 59 59 1
3.19E-07
BH - 19
3 5, 5, 50 50 -
3 6, 6, 00 00
CH
2 ,5 ,59 77 77
5 5, 5, 79 79
1 ,6 ,621
1, 04 040
1 ,4 ,49 7
0 ,6 ,60
9 6, 6, 79 79
127 ,3 ,38
2 7, 7, 82 82
9 9, 9, 56 56
0 ,0 ,00
4, 19 19
35, 39 39
6 0, 0, 42 42
0 ,0 ,00 17 17 4
0 ,4 ,40 7
0, 08 082
3 ,6 ,6 71 71
0 ,4 ,4 15 15
0 ,2 ,20 8
6.78E-07
Tabel 6.1-2 . Sebaran titik-titik Penyelidikan dan Peruntukannya (Lanjutan)
No
Jenis Penyelidikan
9
Bor Mesin
No Titik
Nomor List serta Bangunan &
Penyelidikan
Struktur
BH 10
18 Raw Water Tank 21 Pump House
10
Bor Mesin
BH 15
10 Coal Life Storage 04 CW Pump House
11
Bor Mesin
BH 11
41 Saluran
12
Bor Mesin
BH 19
05 Coal Unloading Jetty
13
Bor Mesin dan BH 13 Soil Cement Test Soil Cement Test 2
08 Ash Disposal Area 07 Ash Run off Pond 02 Ash Setting Pond
14
Soil Cement Test
Soil Cement Test 1
Coal Storage
Bor Log hasil Pemboran Mesin dapat dilihat dalam lampiran 6-1 6.1.2 Stratigrafi tanah Dari hasil pemboran telah dibuat korelasi Stratigrafi tanah berdasarkan jenis perlapisan dan besaran nilai SPT sebagai berikut : 6.1.2.1
Potongan Stratigrafi D-D’ (Melintang) BH 12-BH 4-BH 9-BH 3
Adapun susunan lapisan dari permukaan tanah ke bawah terdiri dari : 1) Lapisan tanah gambut setebal maksimum 2 meter 2) Lempung abu-abu sangat lunak nilai SPT N = 1 -3 setebal 10 meter 3) Lempung abu-abu kenyal dengan nilai SPT N = 1-5 setebal 15 sampai 20 meter 4) Lempung abu-abu hitam agak keras sampai keras mengandung batu bara muda dengan nilai SPT N > 50 , merupakan lensa tipis sampai setebal 6 meter 5) Pada daerah BH 12 di bawah lensa batu bara muda terdapat lempung abu-abu agak keras setebal 12 meter dengan nilai SPT N bervariasi 5-8-30 6) Pada daerah BH 4-BH 9-BH 3 di bawah batu bara muda terdapat lanau, pasir halus berlempung yang menyambung ke daerah BH 12 dengan SPT N =30-50, cukup tebal yakni sampai 25 meter
6.1.2.2
Potongan Stratigrafi C-C’ (Memanjang) BH3-BH1-BH5-BH15
Dari hasil pemboran telah dibuat korelasi Stratigrafi tanah berdasarkan jenis
perlapisan dan
besaran nilai SPT sebagai berikut : 1) Lapisan gambut mulai ketebalan 0,5 m pada daerah BH3 sampai ke yang paling tebal 8 meter pada daerah BH 5 dan kemudian ketebalan berkurang menjadi 4 meter pada daerah BH 15 2) Lapisan lempung sangat lunak setebal 20 meter dengan SPT N = 1-3 3) Lapisan lempung konsistensi lunak sampai kokoh setebal 20 meter dengan nilai bervariasi SPT N = 2-11-4-8-11 dan pada BH 3 di kedalaman -30 meter MT BH3 ditemui cangkang kerang SPT N = 10 setebal 3 m 4) Lempung mengandung batu bara muda dengan SPT N > 50 setebal sekitar 4 meter 5) Lapisan paling bawah sampai batas pemboran ditemui lapisa pasir, kelanauan padat, agak keras`sampai keras dengan nilai SPT N = 40-50 setebal 30 meter 6.1.2.3 Potongan Stratigrafi B-B’ (Memanjang) BH 6-BH 4-BH 2-BH 16-BH 15 Dari hasil pemboran telah dibuat korelasi Stratigrafi tanah berdasarkan jenis perlapisan dan besaran nilai SPT sebagai berikut : 1) Lapisan gambut ketebalan 2 meter disisi BH 6 (North) dan semakin menebal ke arah selatan (BH 15) setebal maksimum 5 meter 2) Lapisan lempung sangat lunak dengan nilai SPT N = 1-2 setebal 20 m 3) Lempung lunak dengan nilai SPT N =2-4 setebal 10 m 4) Lempung kokoh dengan nilai SPT N = 8-20 setebal 10 m 5) Lempung berpasir dan sisipan batu bara muda dewngan SPT N = 20-30-50 sebal sekitar 2 sampai 4 meter 6) Pada daerah BH 2 di kedalaman -40 meter MT BH 2 terdapat lensa pasir halus berlanau dengan ketebalan maksimim 10 meter di bawah lapisan batu bara di daerah BH 2, kemudian lensa pasir tersebut menipis setebal 4 meter yang berada di atas lapisan batu bara muda 7) Lapisan lempung berpasir sapai batas pemboran dengan SPT 40 sampai N > 50 setebal 30 meter
6.2 Daya Dukung Tanah Daya dukung untuk pondasi dangkal
sampai kedalaman -2 meter dari Muka Tanah (MT) setempat
didapat berdasarkan hasil nilai SPT yang masih sangat rendah yakni hanya mencapai N =1. Daya dukung Tanah sampai kedalaman tersebut dapat dilihat dalam tabel 6.2 Tabel 6.2 . Daya dukung tanah
6.3
Pengujian Laboratorium
Acuan yang harus digunakan dalam pengujian tanah di Laboratorium dicantumkan pada tabel 6.3 Tabel 6.3 Jenis Pengujian dan Acuan yang digunakan No. 1 2 3 4
Jenis Pengujian Berat Isi () Cara Uji Berat Jenis Tanah Cara Uji Penentuan Kadar Air untukTanah dan Batuan di Laboratorium Cara Uji Penentuan Batas Cair untuk tanah
Acuan SNI 03-3637-1994 SNI 03-1964-1990 SNI 03-1965-1990 SNI 03-1967-1990
5
Cara Uji Penentuan Batas Plastis dan Indek Plastisitas Tanah)
SNI 03-1966-1990
6
SNI 03-3423-1994
7 8
Metode Pengujian Analisis Ukuran Butir Tanah Dengat Alat Hidrometer Consolidation Test Triaxial (UU Test)
SNI 03-2813-1992 SNI 03-2815-1992
9
Triaxial CU
SNI 03-2455-1991
Hasil-hasil pengujian tanah di Laboratorium dapat dilihat dalam lampiran 3
SUMMARY OF LABORATORY TEST DATA FOR PROJECT PLTU TEMBILAHAN RIAU
BORE
DEPTH
USCS
GS
HOLE
WN
(m)
Atterberg limits
Determination Unit weight of dyr density & moisture content m
d
void ratio Porosit y e
n
sr
wL
wP
%
%
lP
Particle Size Distribution Analisis ( ASTM D 422 ) GRAVEL
SAND
SILT
CLAY
Consolidation Cv
Triaxial UU
Unconfined
Permeabillyty
Total Stress
compression
K
Cc
C
qu
%
Mg / m3
Mg / m3
8. 00
CH
2 .57 83
1 02. 84
1. 390
0 .6 85
2 .7 63
0 .73
9 5. 97
14 2. 12 3 0. 16
1 11. 96
-
2 .01
3 1. 42
6 6. 57
0. 001 57
0 .8 29
0. 042
3 .3 65
0 .22 9
0. 114
8.30E-07
-
16. 00
CH
2 .58 76
7 9. 00
1. 50 4
0 .8 40
2 .0 81
0 .68
9 8. 25
12 9.8 4 2 8. 94
1 00. 90
-
2 .31
3 3.6 3
6 4. 06
0. 00 18 7
0 .6 54
0. 07 3
4.0 81
0 .24 9
0. 124
7.76E-07
-
2 4. 00
CH
2 .59 53
5 6. 06
1. 62 8
1 .0 43
1. 488
0 .60
9 7. 78
11 7.2 5 2 9. 18
8 8.0 7
-
4 .87
3 4.5 0
6 0. 63
0. 00 21 6
0 .4 47
0. 18 9
5.0 70
0 .89 3
0. 446
5.41E-07
-
3 2. 00
CH
2 .59 67
3 1. 79
1. 85 7
1 .4 09
0. 84 3
0 .46
97 .93
10 7.5 3 2 8. 70
7 8.8 3
-
3 .15
3 8.5 3
5 8. 32
0. 00 23 1
0 .2 43
0. 24 7
7.1 34
1 .25 9
0. 630
9.31E-08
39 .50
-
40. 00
OH
2 .56 75
1 10. 79
1. 37 9
0 .6 54
2 .9 23
0 .75
9 7. 31
15 5.7 2 5 7. 30
9 8.4 2
-
5 .51
6 1.5 5
3 2. 94
0. 001 96
0 .8 15
0. 216
9 .2 34
1 .15 7
0. 578
4.05E-06
BH - 02
7 .5 0
-
8. 00
CH
2 .58 03
1 05. 93
1. 367
0 .6 64
2 .8 88
0 .74
9 4. 65
13 8. 25 3 0. 95
10 7. 30
0 .0 0
2 .30
3 0. 34
6 7. 36
0. 001 48
0 .9 35
0. 032
2 .5 89
0 .14 3
0. 071
8.38E-07
BH - 02
1 5. 50
-
1 6. 00
CH
2 .59 27
6 7. 14
1. 42 0
0 .8 49
2. 052
0 .67
8 4. 82
12 7.5 1 2 9. 84
9 7 .6 7
0 .0 0
1 .92
3 3.6 9
6 4. 39
0. 00 14 9
0 .5 60
0. 05 7
3.5 51
0 .24 2
0. 121
5.53E-07
BH - 02
37 .50
-
3 8. 00
CH
2 .59 75
3 6. 80
1. 78 0
1 .3 01
0. 997
0 .50
95 .90
11 4.7 9 2 8. 09
8 6 .7 0
0 .0 0
2 .36
3 8.9 2
5 8. 72
0. 00 23 8
0 .2 72
0. 17 7
6.5 58
0 .73 4
0. 367
4.83E-07
BH - 03
7 .5 0
-
8 .0 0
CH
2 .56 73
1 05 .2 4
1. 36 0
0 .6 63
2. 875
0 .74
9 3. 99
13 9.2 1 3 2. 29
10 6. 92
0 .0 0
1 .79
2 9.7 8
6 8. 43
0. 00 12 3
0 .8 86
0. 07 1
3.9 40
0 .32 8
0. 164
8.81E-07
BH - 03
15 .50
-
1 6. 00
CH
2 .58 56
7 6. 88
1. 43 2
0 .8 10
2. 19 4
0 .69
9 0. 63
1 33. 89 3 1. 11
10 2. 78
0 .00
1 .71
2 9. 58
6 8. 71
0. 001 79
0. 58 7
0. 048
4. 17 4
0 .23 0
0 .1 15
7.40E-07
BH - 03
2 3. 50
-
2 4. 00
CH
2 .59 77
3 4. 29
1. 80 4
1 .3 44
0 .9 33
0 .48
9 5. 43
10 9.8 6 3 0. 11
7 9 .7 5
0 .0 0
2 .22
3 8. 41
5 9. 37
0. 002 12
0 .2 57
0. 154
6 .4 99
0 .76 6
0. 383
3.44E-07
BH - 03
3 1. 50
-
3 2. 00
CH
2 .59 57
5 2. 46
1. 65 5
1 .0 86
1. 391
0 .58
9 7. 89
11 2.1 7 2 9. 06
8 3 .1 1
0 .0 0
3 .21
3 9.3 5
5 7. 44
0. 00 18 5
0 .4 15
0. 15 3
5.0 76
0 .66 0
0. 330
3.81E-07
BH - 03
39 .50
-
4 0. 00
CH
2 .58 73
7 5. 39
1. 48 5
0 .8 47
2. 056
0 .67
94 .86
12 8.1 7 3 1. 15
9 7 .0 2
0 .0 0
2 .94
3 2.6 7
6 4. 39
0. 00 29 5
0 .5 24
0. 29 6
7.4 22
1 .24 0
0. 620
6.78E-07
5 .5 0
BH - 01
7 .5 0
BH - 01
1 5 .50
BH - 01
2 3. 50
BH - 01
3 1. 50
BH - 01
BH - 04
-
%
%
%
%
%
%
cm/sec
kg/cm2
deg kg/cm2
cu kg/cm2
Cm / sec
-
6 .0 0
OH
2 .56 34
1 65 .5 4
1. 18 6
0 .4 46
4. 741
0 .83
89 .50
19 2.5 1 8 0. 74
11 1. 77
0 .0 0
5 .7 9
6 5.6 7
2 8. 54
0. 00 12 8
1 .2 23
0. 02 4
4.1 35
0 .12 6
0. 063
5.57E-06
BH - 04
27 .5 0 -
2 8 .0 0
CH
2 .5 96 8
4 1. 39
1. 74 4
1 .2 34
1. 10 5
0 .53
97 .2 9 11 8.7 2 2 9. 93
8 8 .7 9
0 .0 0
2 .2 0
3 7.4 3
6 0. 37
0. 00 26 1
0. 29 1
0 .1 17
5 .4 63
0 .4 87
0 .24 3
4.25E-07
BH - 04
3 1. 50
-
3 2. 00
CH
2 .59 94
4 4. 30
1. 72 0
1 .1 92
1. 181
0 .54
9 7. 50
11 6.5 8 2 9. 26
8 7 .3 2
0 .0 0
3 .73
3 6.9 5
5 9. 32
0. 00 19 3
0 .2 98
0. 122
4 .8 90
0 .51 2
0. 256
3.51E-7
BH - 04
57 .00
-
5 7. 50
CH
2 .59 46
5 9. 69
1. 57 0
0 .9 83
1. 639
0 .62
9 4. 50
12 4.3 7 3 0. 22
9 4 .1 5
0 .0 0
2 .26
2 5.1 5
6 2. 59
0. 00 16 5
0 .4 17
0. 05 4
3.6 49
0 .25 7
0. 129
6.42E-07
BH - 05
5 .5 0
-
6 .0 0
CH
2 .57 53
1 05 .9 8
1. 37 7
0 .6 68
2. 853
0 .74
9 5. 66
13 4.4 7 3 1. 89
10 2. 58
0 .0 0
1 .99
3 2.8 3
6 5. 19
0. 00 13 7
0 .8 99
0. 03 9
2.9 54
0 .16 4
0. 082
8.20E-07
BH - 05
15 .50
-
1 6. 00
CH
2 .58 66
8 9. 43
1. 42 8
0 .7 54
2. 43 2
0 .71
95 .12
12 2.6 3 3 0. 26
9 2 .3 7
0 .0 0
3 .28
3 5.4 9
6 1. 23
0. 00 14 6
0 .6 73
0. 05 3
3.1 57
0 .23 7
0. 118
6.98E-07
BH - 05
27 .5 0 -
2 8. 00
CH
2 .5 97 5
2 8. 63
1. 83 3
1 .4 25
0. 82 2
0 .45
90 .4 3
8 9. 58
2 6. 69
6 2.8 9
0 .0 0
3 .81
3 9.7 1
5 6. 48
0. 00 29 6
0 .2 14
0. 17 2
4.3 77
0 .77 9
0. 390
4.71E-07
BH - 06
7 .5 0
-
8 .0 0
CH
2 .56 83
1 08. 04
1. 38 9
0 .6 68
2 .8 46
0 .74
9 7. 51
14 4. 81 3 4. 89
10 9. 92
0 .0 0
2 .33
2 7. 62
7 0. 05
0. 001 52
0 .8 82
0. 028
2 .9 46
0 .22 3
0. 112
9.15E-07
BH - 06
2 3. 50
-
2 4. 00
CH
2 .60 38
3 7. 74
1. 77 0
1 .2 85
1. 026
0 .51
9 5. 80
9 5. 28
2 9. 67
6 5. 61
0 .0 0
2 .68
3 6. 75
6 0. 57
0. 001 98
0 .2 76
0. 093
4 .1 28
0 .43 8
0. 219
5.90E-07
BH - 06
37 .50
-
3 8. 00
CH
2 .59 64
6 2. 31
1. 57 7
0 .9 72
1. 672
0 .63
96 .77
12 3.2 6 3 1. 92
9 1 .3 4
0 .0 0
2 .28
3 0.4 1
6 7. 31
0. 00 15 5
0 .4 62
0. 03 7
3.6 05
0 .25 6
0. 128
8.25E-07
BH - 09
7 .5 0
-
8 .0 0
CH
2 .57 91
9 0. 66
1. 41 6
0 .7 43
2 .4 72
0 .71
9 4. 58
13 6.2 9 3 1. 93
1 04. 36
-
1 .60
3 0.4 5
6 7. 95
0. 00 16 6
0 .7 39
0. 09 2
3.8 37
0 .45 6
0. 228
8.21E-07
BH - 09
2 3. 50
-
2 4. 00
CH
2 .59 94
3 6. 29
1. 76 3
1 .2 94
1. 00 9
0 .50
93 .47
11 2.4 8 3 0. 23
8 2.2 5
-
3 .2 2
3 6.6 0
6 0. 18
0. 00 25 9
0 .2 96
0. 14 9
4.3 14
0 .71 0
0. 355
4.15E-07
BH - 09
3 9. 50
-
4 0. 00
CH
2 .5 98 6
2 7. 92
1. 84 8
1 .4 45
0. 79 9
0 .44
90 .8 6
91 .65
27. 78
6 3. 87
-
2 .19
4 1. 28
56 .5 3
0 .0 02 76
0. 22 3
0 .2 36
6 .7 68
1 .0 53
0 .52 7
7.26E-07
7 .5 0
12 4.8 3 3 1. 93
BH - 10
-
8 .0 0
BH - 10
15.50 -
16.00
BH - 10
23.50 -
24.00
BH - 10
31.50 -
32.00
BH - 10
39.50 -
40.00
BH - 11
-
8 .0 0
BH - 11
15.50 -
16.00
BH - 11
23.50 -
24.00
BH - 12
7 .5 0
5 .00
CH
2 .5 74 9
7 6. 98
1. 45 7
0 . 823
2. 12 8
0 .68
93 .14
9 2.9 0
-
1 .8 5
3 4.9 4
6 3. 21
0. 00 16 0
0 .6 11
0. 13 7
4 .2 53
0. 59 8
0 .2 99
7.41E-07
BH - 12
16 .5 0 -
4 .5 0
-
1 7.0 0
CH
2 .5 65 7
1 10 .85
1 .3 77
0. 65 3
2. 93 0
0 .75
97 .0 8 14 8. 73 3 4.7 2 1 14 .0 1
-
1 .1 5
2 9. 04
6 9.8 1
0. 00 14 4
0 .91 8
0. 05 1
3. 32 9
0. 228
0 .1 14
8.92E-07
BH - 12
24 .5 0 -
2 5.0 0
CH
2 .5 89 6
89 .26
1 .4 36
0. 75 9
2. 41 2
0 .71
95 .8 4 13 2. 85 3 0.8 6 1 01 .9 9
-
2 .4 3
3 2. 48
6 5.0 9
0. 00 19 1
0 .62 8
0. 11 8
4. 24 7
0. 524
0 .2 62
8.44E-07
BH - 13
7. 50
-
8 .00
OH
2 .5 62 4
1 74 .76
1 .2 21
0. 44 5
4. 76 4
0 .83
94 .0 0 23 1. 42 8 2.5 4 1 48 .8 8
0 .00
4 .60
6 7. 81
27 .5 9
0 .0 01 18
1. 52 1
0 .0 35
3 .6 29
0 .1 51
0 .07 6
4.14E-06
BH - 13
1 5. 50
-
1 6. 05
CH
2 .57 94
8 4. 70
1. 43 3
0 .7 76
2 .3 24
0 .70
9 4. 01
1 29 .2 4 2 9. 07
10 0. 17
0 .0 0
2 .49
3 5. 14
6 2. 37
0. 001 65
0 .6 34
0. 043
2. 85 2
0 .21 9
0 .1 10
5.30E-07
BH - 13
2 7. 50
-
2 8. 00
CH
2 .59 72
3 2. 18
1. 85 1
1 .4 00
0. 855
0 .46
9 7. 73
10 9.3 5 2 8. 92
8 0 .4 3
0 .0 0
3 .85
3 6.9 7
5 9. 18
0. 00 32 9
0 .2 52
0. 159
5 .3 14
0 .78 4
0. 392
3.83E-07
BH - 13
38 .45
-
3 9. 00
CH
2 .59 41
5 2. 36
1. 62 5
1 .0 67
1. 432
0 .59
94 .85
10 5.3 3 2 7. 90
7 7 .4 3
0 .0 0
2 .19
3 9.1 4
5 8. 67
0. 00 22 9
0 .3 78
0. 14 3
4.7 39
0 .62 4
0. 312
2.85E-07
BH - 15
7 .5 0
-
8 .0 5
CH
2 .57 83
9 9. 35
1. 39 2
0 .6 98
2 .6 92
0 .73
9 5. 16
13 1.5 4 3 0. 43
10 1. 11
0 .0 0
1 .84
3 3. 37
6 4. 79
0. 001 40
0 .7 57
0. 039
3 .1 60
0 .17 1
0. 086
7.53E-07
BH - 15
23 .50
-
2 4. 00
CH
2 .58 46
5 5. 39
1. 56 3
0 .9 39
1. 75 1
0 .64
97 .96
12 6.4 1 2 8. 16
9 8 .2 5
0 .0 0
3 .38
3 3.5 5
6 3. 09
0. 00 16 4
0 .5 05
0. 12 8
4.7 08
0 .55 2
0. 27 6
4.71E-07
BH - 15
3 9. 50
-
4 0. 00
CH
2 .58 53
6 1. 06
1. 58 2
0 .9 83
1 .6 31
0 .62
9 6. 77
11 1.7 3 2 8. 94
8 2. 79
0 .0 0
3 .61
3 6. 78
5 9. 61
0. 001 83
0 .4 51
0. 166
5 .2 56
0 .74 9
0. 375
4.03E-07
BH - 16
7 .5 0
-
8. 05
CH
2 .56 63
1 42. 77
1. 273
0 .5 24
3 .8 96
0 .80
9 4. 04
16 2. 29 3 5. 12
12 7. 17
0 .0 0
5 .52
3 8. 33
5 6. 15
0. 001 31
1 .2 27
0. 037
3 .5 98
0 .16 3
0. 081
9.39E-07
BH - 16
2 3. 50
-
2 4. 00
CH
2 .59 37
3 7. 93
1. 72 2
1 .2 49
1. 077
0 .52
9 1. 31
11 9.9 4 2 7. 91
9 2 .0 3
0 .0 0
3 .41
3 6.0 8
6 0. 51
0. 00 26 3
0 .2 81
0. 138
4 .0 62
0 .59 8
0. 299
3.61E-07
BH - 16
38 .50
-
3 9. 00
CH
2 .58 95
5 8. 99
1. 58 8
0 .9 99
1. 592
0 .61
95 .92
12 5.8 5 3 0. 79
9 5 .0 6
0 .0 0
2 .86
3 3.6 5
6 3. 49
0. 00 17 6
0 .4 50
0. 05 1
3.1 84
0 .24 9
0. 124
5.74E-07
7 .5 0
BH - 19
-
8 .0 0
BH - 19
15.50 -
16.00
BH - 19
23.50 -
24.00
BH - 19
31.50 -
32.00
BH - 19
35.50 -
36.00
BH - 19
-
BH - 19
-
BH - 19
-
BOR LOG Project Location/ Well No Boring No. Date tested
Depth
(meter) 0
d o h t e M g n i l l i r D
g n i s a C
: : : : l e v e l r e t a W d n u o r G
(meter)
PLTU TEMBILAHAN RIAU - SUMATERA BH 13 4-Aug-11
y r e v o c e r e r o C
N T P S
Depth of boring Ground Surface Level Ground Water Level Tested by Checked by
e p y t e l p m a S
GRAPH OF SPT - N
%
0
10
20
30
40
50
Soil / Rock Description
: : : : :
48.45 m m m Kartono Mz
Sampling Type : Piston (Ps), Spt, boring, Open Tube
Remarks
60
0.00 0.50 1.00 1.50 2.00 2.50
Gambut, coklat, sangat lunak
N1 = 1/15
1
SPT
1
SPT
N1 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
3.00 3.50 4.00 4.50 5
5.00 5.50 6.00 6.50 7.00 7.50 UDS
8.00 8.50
2
SPT
Lempung, abu-abu muda, sangat lunak
N1 = 1/15, N2 = 1/15, N3 = 1/15
9.00 9.50 10
10.00 10.50
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
3
SPT
N1 = 1/15, N2 = 1/15, N3 = 2/15
3
SPT
2
`
11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15
Lempung, abu-abu muda, sangat lunak ke lunalk
N1 = 1/15, N2 = 1/15, N3 = 2/15
15.00 15.50 UDS
16.00 16.50
5
SPT
N1 = 1/15, N2 = 2/15, N3 = 3/15
8
SPT
N1 = 2/15, N2 = 4/15, N3 = 4/15
6
SPT
6
SPT
8
SPT
17.00 17.50 18.00 18.50 19.00 19.50 20
20.00 20.50
Lempung, abu-abu muda, lunak ke sedang
N1 = 1/15, N2 = 3/15, N3 = 3/15
21.00 21.50 22.00 22.50
N1 = 1/15, N2 = 3/15, N3 = 3/15
23.00 23.50 24.00 24.50 25
N1 = 2/15, N2 = 3/15, N3 = 5/15
Lempung, sisipan karbon, abu-abu muda, hitam sedang
25.00 25.50 26.00 26.50
14
N1 = 5/15, N2 = 6/15, N3 = 8/15
SPT Lempung abu-abu tua, kekuningan, sedang
27.00 27.50 UDS
28.00 28.50
15
N1 = 7/15, N2 = 7/15, N3 = 8/15
SPT
29.00 29.50 30
30.00
Lempung, abu-abu muda, sedang ke padat, keras
30.50
26
SPT
Lempung, abu-abu muda, sedang ke padat, keras
N1 = 7/15, N2 = 11/15, N3 = 15/15
31.00 31.50
Lempung, pasir halus, putih, padat
32.00 32.50
24
N1 = 7/15, N2 = 10/15, N3 = 14/15
SPT
33.00 33.50
Lempung, sisipan karbon, padat ke sangat padat, hitam
34.00 34.50 35
24
SPT
27
SPT
N1 = 10/15, N2 = 11/15, N3 = 13/15
35.00 35.50 36.00 36.50
N1 = 9/15, N2 = 12/15, N3 = 15/15
Lempung kenyal, abu-abu putih, padat
37.00 37.50 38.00 38.50
17
N1 = 8/15, N2 = 8/15, N3 = 9/15
SPT UDS
39.00 39.50 40
Lempung, pasir halus, abu-abu padat
40.00 40.50
26
SPT
27
SPT
30
SPT
N1 = 7/15, N2 = 10/15, N3 = 16/15
41.00 41.50 42.00 42.50
Lempung kenyal, abu-abu, padat
N1 = 6/15, N2 = 10/15, N3 = 17/15
43.00 43.50 44.00 44.50 45
N1 = 11/15, N2 = 12/15, N3 = 18/15
45.00 45.50
Karbon, hitam, padat, keras
46.00 46.50
30
47.00
Lempung, pasir halus, sisipan karbon, abu-abu putih, hitam, padat
47.50 48.00 48.50 49.00 49.50 50
50.00
N1 = 15/15, N2 = 16/15, N3 = 14/14
SPT `
30
SPT
N1 = 17/15, N2 = 21/15, N3 = 9/10
BOR LOG Project Location/ Well No Boring No. Date tested
Depth
(meter) 0
d o h t e M g n i l l i r D
g n i s a C
: : : : l e v e l r e t a W d n u o r G
(meter)
PLTU TEMBILAHAN RIAU - SUMATERA BH 15 27-Jul-11
y r e v o c e r e r o C
N T P S
%
Depth of boring Ground Surface Level Ground Water Level Tested by Checked by
e p y t e l p m a S
GRAPH OF SPT - N
0
10
20
30
40
50
Soil / Rock Description
: : : : :
80.45 m m m Kartono Mz
Sampling Type : Piston (Ps), Spt, boring, Open Tube
Remarks
60
0.00 0.50 1.00 1.50
Humus, gambut, coklat, hitam, sangat lunak
2.00 2.50
1
SPT
1
SPT
N1 = 1/15
3.00 3.50 4.00 4.50 5
N1 = 1/15
Lempung, abu-abu muda, sangat lunak
5.00 5.50 6.00 6.50
1
N1 = 1/15
SPT
7.00 7.50 UDS
8.00 8.50
1
SPT
N1 = 1/15
1
SPT
N1 = 1/15
9.00 9.50 10
10.00 10.50 11.00
Lempung, sangat lunak
11.50 12.00 12.50
1
SPT
N1 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
2
SPT
N1 = 1/15, N2 = 1/15, N3 = 1/15
13.00 13.50 14.00 14.50 15
15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50
20
Lempung, abu-abu muda, lunak
20.00 20.50 21.00 21.50 22.00 22.50 23.00 23.50 UDS
24.00 24.50 25
3
N1 = 1/15, N2 = 1/15, N3 = 2/15
SPT
25.00
Lempung, lanau, pasir halus, abu-abu muda, lunak
25.50 26.00 26.50
9
N1 = 3/15, N2 = 4/15, N3 = 5/15
SPT
27.00
Lempung, batu bara muda, abu-abu, hitam, sedang
27.50 28.00 28.50 29.00 29.50 30
30.00
7
N1 = 3/15, N2 = 3/15, N3 = 4/15
SPT Lempung, abu-abu muda, sedang
30.50
12
SPT
Lempung, abu-abu muda, sedang
N1 = 4/15, N2 = 5/15, N3 = 7/15
31.00 31.50 UDS
32.00 32.50
N1 = 9/15, N2 = 11/15, N3 = 12/15
23
SPT
16
SPT
N1 = 5/15, N2 = 7/15, N3 = 9/15
17
SPT
N1 = 8/15, N2 = 8/15, N3 = 9/15
10
SPT
N1 = 4/15, N2 = 5/15, N3 = 5/15
Lempung, pasir halus, sisip karbon, abu-abu putih, kaku
33.00 33.50 34.00 34.50 35
35.00 35.50 36.00 36.50 37.00 37.50 38.00 38.50 39.00 Lempung, abu-abu, sedang ke kaku
39.50 40
UDS
40.00 40.50
20
SPT
N1 = 7/15, N2 = 8/15, N3 = 12/15
15
SPT
N1 = 7/15, N2 = 7/15, N3 = 8/15
23
SPT
N1 = 7/15, N2 = 10/15, N3 = 13/15
20
SPT
41.00 41.50 42.00 42.50 43.00 43.50 44.00 44.50 45
45.00 45.50 46.00 46.50
Batu bara muda, berlempung, hitam, sedang
N1 = 9/15, N2 = 9/15, N3 = 11/15
47.00 47.50 48.00 48.50
22
49.00 49.50 50
N1 = 9/15, N2 = 10/15, N3 = 12/15
SPT `
Lempung, pasir halus, lanau, abu-abu muda, coklat padat
50.00 50.50
20
51.00
N1 = 8/15, N2 = 10/15, N3 = 10/15
SPT `
Lempung, abu-abu muda, kaku
51.50 52.00 52.50
50
`
N1 = 21/15, N2 = 30/15, N3 = 30/15
SPT
53.00 53.50 54.00 54.50 55
50
SPT
Lempung pasir halus, abu-abu muda, coklat, kaku, padat
N1 = 22/15, N2 = 22/15, N3 = 28/15
55.00 55.50 56.00 56.50
20
`
SPT
N1 = 8/15, N2 = 9/15, N3 = 11/15
SPT
N1 = 8/15, N2 = 10/15, N3 = 12/15
57.00 57.50 58.00 58.50
22
59.00
Lempung, abu-abu kehijauan, coklat merah, kaku
59.50 60
60.00 60.50
19
SPT
N1 = 7/15, N2 = 9/15, N3 = 10/15
SPT
N1 = 18/15, N2 = 19/15, N3 = 21/15
61.00 61.50 62.00 62.50
40
`
63.00
Lempung, pasir halus, abu-abu, kaku, padat
63.50 64.00 64.50 65
50
`
N1 = 29/15, N2 = 30/15, N3 = 20/15
SPT
65.00 65.50
Pasir halus, lanau berlempung, abu-abu coklat, padat, keras
66.00 66.50
50
SPT
67.00 67.50 68.00
`
N1 = 31/15, N2 = 34/15, N3 = 16/15
68.50 69.00 69.50 70
70.00
38
SPT
Lempung,pasir halus, abu-abu coklat, kaku, padat
N1 = 15/15, N2 = 15/15, N3 = 23/15
