Bab II – Tinjauan Pustaka
DAFTAR PUSTAKA
ASTM D 1143-07(2013), “Standard Test Method for Deep Foundations under Static Axial Compressive Loads” Djarwanti, Noegroho, R. HI, and Okky Fransila Arganata. "Korelasi Daya Dukung Pondasi Tiang Bor dengan Metode Reese and O’neill terhadap Metode Terzaghi and Peck Berdasarkan Hasil Uji SPT." Matriks Teknik Sipil 3.3 (2015). Effendi, A.J,. “Studi Penelitian Perilaku Fungsi Pengalihan Beban (τ-z Curve) pada beberapa Tiang di Jakarta”. Bandung, Universitas Parahyangan (2016). Geotech Efathama,P.T. 2015 - 2016, Various Report Uji Beban Statik Kawanda, A. “Studi Lanjut Interpretasi Data Uji Beban Tekan Tiang Bor Metode Statik & Dinamik”. Bandung, Universitas Parahyangan (2013). Nugraha, Andrias Suhendra. "Tahanan Gesekan Selimut pada Tiang Bor Panjang." Jurnal Teknik Sipil 10.2 (2015). Nugraha, Andrias Suhendra, and Angel Refanie. "Analisis Beban-Penurunan pada Pondasi Tiang Bor berdasarkan Hasil Uji Beban Tiang Terinstrumentasi dan Program GEO5." Jurnal Teknik Sipil 11.2 (2016). Surjandari, Niken Silmi. "Studi Perbandingan Perhitungan Daya Dukung Aksial Pondasi Tiang Bor Menggunakan Uji Beban Statik Dan Metode Dinamik." Media Teknik Sipil 8.2 (2009): PP-77. Reese, L.C., and M. W. O’neill. “Drilled Shafts Construction Procedures and Design Methods” (1988). UNPAR. "Manual Pondasi Tiang Edisi 4". Bandung: Universitas Parahyangan (2010). II-1
http://digilib.mercubuana.ac.id/z
LAMPIRAN 1. DENAH LOKASI TIANG UJI
L-1
http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
LAMPIRAN 2. DETAIL PENULANGAN TIANG UJI
V-2 http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
LAMPIRAN 3. DATA TANAH
V-3 http://digilib.mercubuana.ac.id/z
BORING LOG PROJECT LOCATION BORING NO. ELEVATION GROUND WATER LEVEL DEPTH/ SOIL SYMBOLS, ELEV. SAMPLERS AND (M) TEST DATA
: DAAN MOGOT : JAKARTA BARAT : DB-1 : ± 0.00 M : - 2.40 M
USCS
DESCRIPTION
N-SPT 0
0 2
Silty clay, grayish brown, soft.
2
4
Silty clay, gray, soft.
2
6
Silty clay, brownish gray, soft.
5
8
Silty clay, gray, soft.
2
10
Organic silty clay, black, very soft.
1
12
ditto
1
14
ditto
1
16
Silty clay, gray, soft.
2
18
ditto
3
Silty clay with some fine sand, gray, soft.
4
Silty clay, gray, soft.
4
24
Silty clay, dark gray, medium stiff.
12
26
Silty clay, brownish gray, stiff.
10
28
ditto
11
30
ditto
14
32
Silty clay, light gray, stiff.
15
34
Silty clay, yellowish gray, very stiff.
17
36
ditto
12
38
Silty clay, yellowish gray, stiff.
14
40
ditto
15
42
Silty clay, gray, very stiff.
19
44
Silty clay, brownish gray, very stiff.
16
Silty sand, yellowish gray, medium dense.
22
20 22
46
N-SPT CURVE
UDS
UDS
CH
SM
http://digilib.mercubuana.ac.id/z
10 20 30 40 50 60
BORING LOG PROJECT LOCATION BORING NO. ELEVATION GROUND WATER LEVEL DEPTH/ SOIL SYMBOLS, ELEV. SAMPLERS AND (M) TEST DATA 0
: DAAN MOGOT : JAKARTA BARAT : DB-1 : ± 0.00 M : - 2.40 M
USCS
DESCRIPTION
N-SPT 0
UDS
Silty clay, light gray, very stiff.
30
50
Silty clay, brownish gray, very stiff.
24
52
Silty clay with trace of shell fragments, gray mottled white, very stiff.
23
ditto
22
Silty clay with trace of shell fragments, dark gray mottled white, very stiff.
20
58
Silty clay, gray, very stiff.
19
60
ditto
17
62
ditto
22
64
ditto
19
Silty sand, dark gray, medium dense.
18
Silty clay, dark gray, very stiff.
18
ditto
20
Silty clay, gray, very stiff.
18
Silty sand, dark gray, medium dense.
22
ditto
17
48
54
UDS CH
56
SM
66 68 70
UDS
CH
72 74 76 78
N-SPT CURVE
SM
CH
Silty clay, gray, stiff.
12 14
80
http://digilib.mercubuana.ac.id/z
10 20 30 40 50 60
BORING LOG PROJECT LOCATION BORING NO. ELEVATION GROUND WATER LEVEL DEPTH/ SOIL SYMBOLS, ELEV. SAMPLERS AND (M) TEST DATA
: DAAN MOGOT : JAKARTA BARAT : DB-5 : ± 0.00 M : - 2.25 M
USCS
DESCRIPTION
N-SPT 0
0
Silty clay, grayish brown, soft.
3
Silty clay, gray, soft.
2
Silty clay, dark gray, soft. ditto becomes medium stiff.
3 5
Organic silty clay, black, soft
3
ditto
2
ditto
2
ditto ditto becomes very soft
3 1
Silty clay, gray, soft.
2
ditto ditto
3 4
Silty clay, dark gray, medium stiff.
6
Silty clay with some fine sand, gray, stiff.
12
ditto
16
Silty clay, brownish gray, stiff. ditto
11 9
Silty clay, gray, very stiff.
17
Silty clay, brownish gray, stiff. ditto
13 15
ditto
14
34
Silty clay, yellowish gray, very stiff. ditto becomes stiff.
18 12
36
Silty clay, yellowish gray, very stiff.
15
ditto
16
ditto
14
Silty clay, dark brown, stiff. ditto
15 13
Silty clay, light brown, stiff.
15
Silty sand, yellowish gray, medium dense.
25
Silty clay, gray mottled gray, very stiff.
15
ditto ditto Silty clay with trace of shell fragments, gray mottled white, very stiff.
17 19
CH
2 4 6 8
UDS
10 12 14 16
UDS
18 20
CH
22 24 26
UDS
28 30 32
38
UDS
40
CH
42 44
SM
46
CH
48 50 52
UDS
N-SPT CURVE
http://digilib.mercubuana.ac.id/z
15
10 20 30 40 50 60
BORING LOG PROJECT LOCATION BORING NO. ELEVATION GROUND WATER LEVEL DEPTH/ SOIL SYMBOLS, ELEV. SAMPLERS AND (M) TEST DATA
: DAAN MOGOT : JAKARTA BARAT : DB-5 : ± 0.00 M : - 2.25 M
USCS
54 56
SM
60 62
CH
UDS
66 68
72
SM
CH
74 76 78 80 82 84 86 88 90 92 94 96 98
ditto
17
Silty clay, gray, very stiff.
21
Silty clay with some fine sand, brownish gray, hard.
37 39
Silty sand, dark gray, dense.
CH
36 19 22
ditto Silty clay with trace of shell fragments, gray mottled white, very stiff. Silty sand, dark gray, very stiff.
64
70
N-SPT
N-SPT CURVE 0
520
58
DESCRIPTION
20 23
ditto
25
Silty clay, brownish gray, very stiff. Silty sand, dark gray, dense.
27 50
ditto
44
Silty clay, brownish gray, very stiff. ditto
22 25
ditto
27
ditto
26
ditto
28
ditto Silty clay, gray, very stiff.
26 24
ditto
22
ditto ditto
23 25
ditto
23
Silty clay with trace of shell fragments, gray mottled white, very stiff.
13 15
ditto Silty clay, gray, very stiff.
14 17
ditto
18
Silty clay with some fine sand, yellowish gray, very stiff.
24 27
ditto
29
100
http://digilib.mercubuana.ac.id/z
10 20 30 40 50 60
LAMPIRAN 4. PERHITUNGAN DAYA DUKUNG TEORITIS
V-4 http://digilib.mercubuana.ac.id/z
No. Tiang Diameter Panjang No. Pengeboran Kedalaman (m) 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56
: PTP 1 : 100 cm : 55 m : DB - 1 Jenis Tanah
Lempung kelanauan lunak.
Lempung kelanauan sangat kaku.
NSPT 2 2 5 2 1 1 1 2 3 4 4 12 10 11 14 15 17 12 14 15 19 16 22 30 24 23 22 20
Ap
As
2
2
Su 2
(m )
(m )
(Ton/m )
0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785
6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28
2 2 5 2 1 1 1 2 3 4 4 12 10 11 14 15 17 12 14 15 19 16 22 30 24 23 22 20
http://digilib.mercubuana.ac.id/z
α
0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.49 0.55 0.55 0.55 0.55 Qu (Ton)
Qs (Ton)
Qp (Ton)
7 7 17 7 3 3 3 7 10 14 14 41 35 38 48 52 59 41 48 52 66 55 76 92 83 79 76 69
14 14 35 14 7 7 7 14 21 28 28 85 71 78 99 106 120 85 99 106 134 113 156 212 170 163 156 141 1246
No. Tiang Diameter Panjang No. Pengeboran Kedalaman (m) 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60
: PTP 2 : 100 cm : 60 m : DB - 5 Jenis Tanah
Lempung kelanauan lunak.
Lempung kelanauan kaku hingga sangat kaku.
NSPT 3 2 5 3 2 3 1 2 4 6 12 11 11 17 15 14 14 15 16 14 13 18 17 17 19 15 21 37 37 19
Ap
As
2
2
Su 2
(m )
(m )
(Ton/m )
0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785
6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28
3 2 5 3 2 3 1 2 4 6 12 11 11 17 15 14 14 15 16 14 13 18 17 17 19 15 21 37 37 19
http://digilib.mercubuana.ac.id/z
α
0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.42 0.42 0.55 Qu (Ton)
Qs (Ton)
Qp (Ton)
10 7 17 10 7 10 3 7 14 21 41 38 38 59 52 48 48 52 55 48 45 62 59 59 66 52 73 98 98 66
21 14 35 21 14 21 7 14 28 42 85 78 78 120 106 99 99 106 113 99 92 127 120 120 134 106 148 262 262 134 1397
LAMPIRAN 5. DATA PENURUNAN UJI BEBAN STATIK AKSIAL TEKAN
V-5 http://digilib.mercubuana.ac.id/z
RANGKUMAN PENURUNAN HASIL UJI STATIK AKSIAL TEKAN PTP 1 Nomor Siklus
1
2
3
4
5
Beban (%) 0 25 50 25 0 50 75 100 75 50 0 50 100 125 150 125 100 50 0 50 100 150 175 200 175 150 100 50 0 50 100 150 200 225 250 0
(Ton) 0 115 230 115 0 230 345 460 345 230 0 230 460 575 690 575 460 230 0 230 460 690 805 920 805 690 460 230 0 230 460 690 920 1035 1150 0
http://digilib.mercubuana.ac.id/z
Penurunan (mm) 0.00 2.16 3.92 3.16 0.18 3.61 6.08 8.55 8.26 6.89 0.57 4.64 8.60 11.33 16.60 16.06 14.68 9.87 2.51 6.45 11.65 17.52 21.79 30.63 30.11 28.71 23.85 17.08 7.12 11.66 18.50 23.16 32.07 39.23 44.20 16.29
RANGKUMAN PENURUNAN HASIL UJI STATIK AKSIAL TEKAN PTP 2 Nomor Siklus
1
2
3
4
5
Beban (%) 0 25 50 25 0 50 75 100 75 50 0 50 100 125 150 125 100 50 0 50 100 150 175 200 175 150 100 50 0 50 100 150 200 225 245 231 0
(Ton) 0 120 240 120 0 240 360 480 360 240 0 240 480 600 720 600 480 240 0 240 480 720 840 960 840 720 480 240 0 240 480 720 960 1080 1175 1110 0
http://digilib.mercubuana.ac.id/z
Penurunan (mm) 0.00 1.57 4.01 3.15 0.29 4.18 7.19 10.18 9.92 7.27 0.82 5.42 10.32 13.84 19.26 18.67 17.08 12.10 0.94 5.91 11.29 19.53 23.00 27.81 27.71 27.20 22.50 15.73 3.41 8.64 15.78 23.41 31.27 36.84 47.11 48.37 11.08
LAMPIRAN 6. KURVA INTERPRETASI BEBAN ULTIMIT
V-6 http://digilib.mercubuana.ac.id/z
0 7
Penurunan (mm)
14 21 28 35 42 49 56 63 Qult = 1,035 Ton
70 0
115
230
345
460
575
690
805
920
1,035
1,150
Beban (Ton)
Kurva Interpretasi Beban Ultimit dengan Metode Davisson http://digilib.mercubuana.ac.id/z
1,265
1,380
0 7
Penurunan (mm)
14 21 28 35 42 49 56 63 Qult = 1,035 Ton
70 0
115
230
345
460
575
690
805
920
1,035
1,150
1,265
Beban (Ton)
Kurva Interpretasi Beban Ultimit dengan Metode Mazurkiewich http://digilib.mercubuana.ac.id/z
1,380
Penurunan/beban (mm/Ton)
0.05
y = 0.00056x + 0.01497
0.025
0 0
10
20
30
40
Penurunan (mm)
Kurva Interpretasi Beban Ultimit dengan Metode Chin http://digilib.mercubuana.ac.id/z
50
0 7
Penurunan (mm)
14 21 28 35 42 49 56 63 Qult = 1,175 Ton
70 0
120
240
360
480
600
720
840
960
1,080
1,200
Beban (Ton)
Kurva Interpretasi Beban Ultimit dengan Metode Davisson http://digilib.mercubuana.ac.id/z
1,320
1,440
0 7
Penurunan (mm)
14 21 28 35 42 49 56 63 Qult = 1,170 Ton
70 0
120
240
360
480
600
720
840
960
1,080
1,200
1,320
Beban (Ton)
Kurva Interpretasi Beban Ultimit dengan Metode Mazurkiewich http://digilib.mercubuana.ac.id/z
1,440
Penurunan/beban (mm/Ton)
0.05
y = 0.00054x + 0.01481
0.025
0 0
10
20
30
40
Penurunan (mm)
Kurva Interpretasi Beban Ultimit dengan Metode Chin http://digilib.mercubuana.ac.id/z
50
LAMPIRAN 7. DATA VWSG
V-7 http://digilib.mercubuana.ac.id/z
Geotech Efathama
TABEL 1.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 1 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 2
1
LOAD
3
4
5
7
6
8
9
11
10
12
13
14
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
2736
2712
2867
2885
2543
2747
2891
2891
2730
2730
2658
2612
2823
2824
2666
2666
2677
2752
2585
2643
2899
2697
2731
2729
2743
2746
2735
2732
2782
2704
95
2689
2672
2823
2839
2515
2717
2875
2875
2721
2722
2651
2605
2817
2817
2662
2663
2673
2749
2584
2641
2897
2697
2730
2729
2743
2746
2734
2732
2782
2703
190
2630
2620
2763
2780
2475
2676
2854
2853
2709
2710
2642
2598
2812
2813
2658
2657
2670
2746
2582
2638
2896
2695
2729
2729
2743
2746
2734
2732
2782
2703
95
2655
2641
2791
2807
2492
2694
2862
2863
2715
2715
2646
2600
2815
2815
2659
2661
2671
2747
2583
2640
2897
2696
2729
2729
2743
2746
2734
2731
2783
2704
0
2728
2705
2863
2880
2539
2742
2889
2889
2728
2728
2656
2611
2822
2823
2666
2665
2676
2751
2585
2643
2898
2697
2731
2729
2743
2746
2734
2732
2783
2704
TABEL 1.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
3
4
5
7
6
8
9
10
11
12
13
14
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
115
47
40
44
46
28
30
16
16
9
8
7
7
6
7
4
3
4
3
1
2
2
0
1
0
0
0
1
0
0
1
230
106
92
104
105
68
71
37
38
21
20
16
14
11
11
8
9
7
6
3
5
3
2
2
0
0
0
1
0
0
1
115
81
71
76
78
51
53
29
28
15
15
12
12
8
9
7
5
6
5
2
3
2
1
2
0
0
0
1
1
-1
0
0
8
7
4
5
4
5
2
2
2
2
2
1
1
1
0
1
1
1
0
0
1
0
0
0
0
0
1
0
-1
0
TABEL 1.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
115
44
45
29
16
9
7
7
4
4
2
1
1
0
1
230
99
105
70
38
21
15
11
9
7
4
3
1
0
1
115
76
77
52
29
15
12
9
6
6
3
2
1
0
0
0
8
5
5
2
2
2
1
1
1
0
1
0
0
0
TABEL 1.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED
APPLI
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
LOA
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
(Ton
115
115
119
77
42
22
19
17
9
9
4
3
1
0
1
#
230
230
243
161
87
48
35
26
20
15
9
6
2
0
1
#
TABEL 1.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
115
-0.2
3.4
2.7
1.6
0.3
0.1
0.6
0.0
0.4
0.1
0.1
0.1
-0.1
230
-0.6
6.5
5.9
3.1
1.0
0.7
0.5
0.4
0.5
0.3
0.3
0.2
-0.1
TABEL 1.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD
LOAD
END BEARING
LOAD CARRIED
(Ton)
(Ton)
(Ton/m2)
BY END BEARING
115
1
2
1
230
1
1
1
http://digilib.mercubuana.ac.id/z
geotech efathama
TABEL 2.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 2 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
4
3
5
6
7
8
9
10
11
13
12
14
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
2728
2705
2863
2880
2539
2742
2889
2889
2728
2728
2656
2611
2822
2823
2666
2665
2676
2751
2585
2643
2898
2697
2731
2729
2743
2746
2734
2732
2783
2704
230
2627
2617
2761
2778
2473
2674
2853
2852
2709
2710
2642
2598
2812
2813
2658
2656
2669
2745
2582
2638
2896
2695
2729
2729
2743
2746
2734
2732
2782
2703
345
2545
2545
2691
2703
2422
2624
2827
2826
2693
2693
2628
2586
2801
2802
2651
2651
2665
2742
2580
2637
2895
2694
2729
2729
2743
2746
2734
2731
2782
2702
460
2429
2447
2605
2607
2353
2560
2793
2794
2671
2671
2610
2571
2791
2788
2645
2643
2658
2739
2576
2634
2893
2692
2728
2727
2743
2746
2734
2731
2782
2702
345
2445
2462
2621
2624
2365
2572
2800
2801
2675
2674
2613
2576
2791
2791
2647
2647
2659
2740
2577
2635
2895
2693
2728
2729
2743
2746
2734
2731
2782
2702
230
2519
2531
2692
2702
2415
2623
2827
2827
2689
2689
2624
2584
2801
2800
2653
2649
2663
2746
2580
2637
2896
2694
2729
2729
2743
2746
2734
2730
2783
2703
0
2691
2679
2844
2865
2518
2729
2883
2883
2720
2720
2648
2605
2818
2818
2663
2664
2675
2752
2585
2643
2898
2697
2731
2729
2743
2746
2734
2732
2782
2704
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
TABEL 2.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED
(Ton)
2
1
LOAD 1A
1B
2A
3 2B
3A
4 3B
5
4A
4B
5A
7
6 5B
6A
6B
7A
9
8 7B
8A
8B
9A
10
11
13
12
14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
101
88
102
102
66
68
36
37
19
18
14
13
10
10
8
9
7
6
3
5
2
2
2
0
0
0
0
0
1
1
345
183
160
172
177
117
118
62
63
35
35
28
25
21
21
15
14
11
9
5
6
3
3
2
0
0
0
0
1
1
2
460
299
258
258
273
186
182
96
95
57
57
46
40
31
35
21
22
18
12
9
9
5
5
3
2
0
0
0
1
1
2
345
283
243
242
256
174
170
89
88
53
54
43
35
31
32
19
18
17
11
8
8
3
4
3
0
0
0
0
1
1
2
230
209
174
171
178
124
119
62
62
39
39
32
27
21
23
13
16
13
5
5
6
2
3
2
0
0
0
0
2
0
1
0
37
26
19
15
21
13
6
6
8
8
8
6
4
5
3
1
1
-1
0
0
0
0
0
0
0
0
0
0
1
0
TABEL 2.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) APPLIED
LEVEL
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
95
102
67
37
19
14
10
9
7
4
2
1
0
1
345
172
175
118
63
35
27
21
15
10
6
3
1
0
1
460
279
266
184
96
57
43
33
22
15
9
5
3
0
1
345
263
249
172
89
54
39
32
19
14
8
4
2
0
1
230
192
175
122
62
39
30
22
15
9
6
3
1
0
1
0
32
17
17
6
8
7
5
2
0
0
0
0
0
0
TABEL 2.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) APPLIED
APPLIED
LEVEL
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
LOAD
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
(Ton)
230
230
248
163
89
45
33
24
21
16
10
5
2
0
1
230
345
345
351
236
126
70
53
42
29
20
11
6
2
0
2
460
460
439
304
158
94
71
55
36
25
15
8
4
0
2
13-14
460
TABEL 2.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
230
-0.9
6.8
5.9
3.5
1.0
0.7
0.3
0.4
0.5
0.4
0.2
0.2
345
-0.3
9.1
8.8
4.4
1.4
0.9
1.0
0.7
0.7
0.4
0.3
0.2
-0.2
460
1.1
10.7
11.6
5.1
1.8
1.3
1.5
0.9
0.8
0.5
0.3
0.3
-0.2
-0.1
TABEL 2.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
LOAD
LOAD
END BEARING
LOAD CARRIED
(TON)
(TON)
(TON/M2)
BY END BEARING
230
1
2
1
345
2
3
1
460
2
2
0
% OF APPLIED
http://digilib.mercubuana.ac.id/z
0
geotech efathama
TABEL 3.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 3 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 2
1
LOAD
3
4
5
6
7
8
9
10
11
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
12 11B
12A
13 12B
13A
14 13B
14A
14B
14C
14D
0
2691
2679
2844
2865
2518
2729
2883
2883
2720
2720
2648
2605
2818
2818
2663
2664
2675
2752
2585
2643
2898
2697
2731
2729
2743
2746
2734
2732
2782
2704
230
2578
2580
2738
2755
2450
2660
2847
2847
2701
2702
2633
2592
2807
2806
2655
2656
2668
2750
2582
2639
2896
2695
2729
2729
2742
2745
2734
2732
2783
2704
460
2421
2440
2597
2601
2348
2558
2792
2793
2669
2669
2608
2569
2787
2788
2643
2642
2657
2738
2576
2634
2893
2691
2728
2727
2740
2743
2731
2730
2782
2702
575
2303
2347
2507
2506
2279
2493
2761
2761
2647
2647
2589
2555
2775
2775
2634
2635
2651
2733
2573
2630
2892
2690
2726
2726
2738
2741
2731
2730
2781
2702
690
2053
2167
2341
2336
2149
2376
2706
2707
2605
2606
2554
2527
2750
2750
2620
2619
2638
2721
2566
2623
2891
2686
2724
2724
2736
2739
2730
2730
2780
2700
575
2064
2178
2358
2352
2159
2387
2714
2713
2609
2608
2557
2529
2751
2751
2621
2620
2640
2722
2568
2624
2891
2687
2726
2726
2733
2736
2730
2730
2781
2701
460
2130
2237
2422
2417
2205
2433
2737
2737
2622
2622
2567
2537
2759
2758
2625
2624
2643
2726
2570
2626
2891
2688
2726
2726
2729
2732
2730
2730
2781
2702
230 0
2314
2397
2581
2594
2321
2549
2799
2799
2656
2655
2592
2561
2778
2778
2639
2638
2653
2739
2577
2633
2895
2692
2729
2729
2727
2730
2732
2731
2782
2703
2571
2614
2788
2823
2464
2687
2868
2866
2697
2697
2624
2588
2802
2801
2652
2653
2667
2754
2582
2639
2896
2696
2729
2729
2727
2730
2733
2732
2782
2704
TABEL 3.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
3
4
5
6
7
9
8
10
11
12
13
14
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
113
99
106
110
68
69
36
36
19
18
15
13
11
12
8
8
7
2
3
4
2
2
2
0
1
1
0
0
-1
0
460
270
239
247
264
170
171
91
90
51
51
40
36
31
30
20
22
18
14
9
9
5
6
3
2
2
2
3
2
0
2
575
388
332
337
359
239
236
122
122
73
73
59
50
43
43
29
29
24
19
12
13
6
7
5
3
2
2
3
2
1
2
690
638
512
503
529
369
353
177
176
115
114
94
78
68
68
43
45
37
31
19
20
7
11
7
5
2
2
4
2
2
4
575
627
501
486
513
359
342
169
170
111
112
91
76
67
67
42
44
35
30
17
19
7
10
5
3
3
3
4
2
1
3
460
561
442
422
448
313
296
146
146
40
32
26
15
17
7
9
5
3
4
4
4
2
1
2
230
377
282
263
271
197
180
84
84
64
65
56
44
40
40
24
26
22
13
8
10
3
5
2
0
2
2
2
1
0
1
0
120
65
56
42
54
42
15
17
23
23
24
17
16
17
11
11
8
-2
3
4
2
1
2
0
0
0
1
0
0
0
98
98
81
68
59
60
38
TABEL 3.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) APPLIED
LEVEL
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
107
108
69
36
19
14
12
8
5
4
2
1
1
0
460
255
256
171
91
51
38
31
21
16
9
6
3
2
2
575
354
348
238
122
73
55
43
29
22
13
7
4
2
2
690
546
516
361
177
115
86
68
44
34
20
9
6
2
575
532
500
351
170
112
84
67
43
33
18
9
4
3
3
460
468
435
305
146
98
75
60
39
29
16
8
4
4
2
230
298
267
189
84
65
50
40
25
18
9
4
1
2
1
0
71
49
48
16
23
21
17
11
3
4
2
1
0
0
3
TABEL 3.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) APPLIED
APPLIED LEVEL
LEVEL
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
LOAD
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-54.5
(Ton)
-0.5
230
230
232
147
77
40
30
25
17
10
8
4
2
1
-1
230
230
460
460
461
308
163
92
69
55
38
29
16
10
5
4
3
460
1
460
575
575
565
386
198
119
89
70
47
35
20
11
6
5
3
575
575
690
690
653
457
223
145
109
86
56
43
25
11
8
6
4
690
690
TABEL 3.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
230
-0.1
6.8
5.6
3.0
0.8
0.4
0.6
0.6
0.2
0.3
0.2
0.1
0.1
460
0.0
12.2
11.5
5.7
1.9
1.1
1.4
0.7
1.0
0.5
0.4
0.0
0.1
575
0.5
14.3
14.9
6.3
2.4
1.5
1.8
1.0
1.2
0.8
0.3
0.1
0.2
690
1.8
15.6
18.6
6.2
2.9
1.8
2.4
1.0
1.5
1.1
0.3
0.1
0.2
TABEL 3.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
LOAD
LOAD
END BEARING
LOAD CARRIED
(TON)
(TON)
(TON/M2)
BY END BEARING
230
-1
-1
0
460
3
4
1
575
3
4
1
690
4
5
1
% OF APPLIED
http://digilib.mercubuana.ac.id/z
geotech efathama
TABEL 4.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 4 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
3
4
5
6
7
8
9
11
10
12
13
14
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
2571
2614
2788
2823
2464
2687
2868
2866
2697
2697
2624
2588
2802
2801
2652
2653
2667
2754
2582
2639
2896
2696
2729
2729
2743
2746
2733
2732
2782
2704
230
2449
2505
2681
2704
2395
2621
2831
2831
2677
2676
2616
2575
2791
2790
2647
2646
2660
2748
2579
2637
2894
2694
2728
2728
2738
2750
2732
2732
2782
2703
460
2239
2330
2511
2514
2272
2501
2768
2768
2642
2641
2583
2551
2771
2770
2634
2632
2649
2734
2573
2630
2893
2690
2726
2727
2737
2748
2732
2730
2781
2702
690
2026
2150
2330
2327
2136
2368
2700
2699
2598
2599
2549
2522
2746
2745
2616
2615
2635
2718
2565
2622
2889
2686
2724
2725
2737
2746
2733
2729
2781
2700
805
1791
1990
2186
2190
2023
2266
2656
2657
2565
2564
2517
2499
2721
2722
2600
2599
2624
2704
2559
2616
2886
2682
2722
2723
2736
2744
2729
2728
2780
2700
920
1260
1655
1974
1936
1794
2044
2578
2577
2497
2497
2455
2453
2676
2675
2569
2571
2604
2675
2546
2602
2882
2674
2719
2720
2735
2739
2728
2727
2779
2697
805
1224
1644
1993
1954
1800
2045
2587
2587
2498
2498
2452
2453
2675
2675
2569
2570
2604
2673
2546
2601
2881
2675
2720
2720
2736
2746
2728
2727
2779
2699
690
1276
1692
2043
2008
1836
2082
2607
2606
2510
2509
2461
2460
2681
2682
2574
2575
2608
2678
2549
2604
2882
2676
2722
2721
2737
2748
2729
2727
2780
2699
460
1450
1848
2195
2182
1953
2199
2668
2669
2541
2542
2487
2483
2700
2701
2588
2589
2617
2690
2555
2611
2885
2680
2723
2722
2738
2750
2729
2729
2781
2700
230
1739
2090
2400
2435
2118
2359
2749
2748
2589
2590
2523
2514
2728
2726
2607
2606
2630
2708
2562
2620
2889
2685
2725
2726
2739
2749
2731
2730
2781
2703
0
2177
2439
2665
2758
2331
2548
2834
2833
2645
2644
2566
2549
2757
2756
2628
2628
2645
2730
2572
2629
2893
2689
2727
2728
2742
2745
2732
2731
2782
2704
TABEL 4.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
3
2
4
5
7
6
8
9
10
11
13
12
14
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
122
109
107
119
69
66
37
35
20
21
8
13
11
11
5
7
7
6
3
2
2
2
1
1
5
-4
1
0
0
1
460
332
284
277
309
192
186
100
98
55
56
41
37
31
31
18
21
18
20
9
9
3
6
3
2
6
-2
1
2
1
2
690
545
464
458
496
328
319
168
167
99
98
75
66
56
56
36
38
32
36
17
17
7
10
5
4
6
0
0
3
1
4
805
780
624
602
633
441
421
212
209
132
133
107
89
81
79
52
54
43
50
23
23
10
14
7
6
7
2
4
4
2
920
1311
959
814
887
670
643
290
289
200
200
169
135
126
126
83
82
63
79
36
37
14
22
10
9
8
7
5
5
3
7
805
1347
970
795
869
664
642
281
279
199
199
172
135
127
126
83
83
63
81
36
38
15
21
9
9
7
0
5
5
3
5
690
1295
922
745
815
628
605
261
260
187
188
163
128
121
119
78
78
59
76
33
35
14
20
7
8
6
-2
4
5
2
5
460
1121
593
641
488
200
197
156
155
137
105
102
100
64
64
50
64
27
28
11
16
5
-4
4
3
1
4
230
832
524
388
388
346
328
119
118
108
107
101
74
74
75
45
47
37
46
20
19
7
11
4
3
4
-3
2
2
1
1
0
394
175
123
65
133
139
34
33
52
53
58
39
45
45
24
25
22
24
10
10
3
7
2
1
1
1
1
1
0
0
766
511
TABEL 4.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) APPLIED
LEVEL
LOAD (Ton)
1 -0.5
2 -7.0
3 -11.0
4 -15.0
5 -19.0
6 -23.0
7 -27.0
8 -31.0
9 -35.0
10 -39.0
11 -43.0
12 -47.0
13 -51.0
14 -54.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
116
113
68
36
21
11
11
6
7
3
2
1
0
1
460
308
293
189
99
56
39
31
20
19
9
5
3
2
2
690
505
477
324
168
99
71
56
37
34
17
9
5
3
2
805
702
618
431
211
133
98
80
53
47
23
12
7
4
4
920
1135
851
657
290
200
152
126
83
71
37
18
10
7
5
805
1159
832
653
280
199
154
127
83
72
37
18
9
4
5
690
1109
780
617
261
188
146
120
78
68
34
17
8
2
4
460
944
617
500
199
156
121
101
64
57
28
14
7
1
3
230
678
388
337
119
108
88
75
46
42
20
9
4
1
2
0
285
94
136
34
53
49
45
25
23
10
5
2
1
1
10 -39.0
11 -43.0
12 -47.0
13 -51.0
14 -54.5
TABEL 4.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) APPLIED
LEVEL
LOAD (Ton)
1 -0.5
2 -7.0
3 -11.0
4 -15.0
230
230
225
134
72
460
460
438
282
148
690
690
652
442
229
805
805
708
494
241
920
920
689
532
235
5 -19.0
6 -23.0
7 -27.0
8 -31.0
9 -35.0
41
21
22
12
13
5
4
2
1
1
83
58
46
29
28
13
7
4
3
2
135
96
77
51
47
23
12
6
4
152
112
92
61
53
26
14
7
5
4
162
123
102
67
58
30
15
8
6
4
APPLIEDLEVEL LOAD 1 (Ton) -0.5
3
TABEL 4.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
230
0.2
7.2
5.0
2.5
1.6
-0.1
0.8
-0.1
0.6
0.1
0.2
0.1
0.0
460
1.1
12.4
10.7
5.2
2.0
1.0
1.4
0.1
1.2
0.5
0.2
0.1
0.1
690
1.8
16.7
17.0
7.5
3.0
1.6
2.1
0.3
1.8
0.9
0.4
0.2
0.1
805
4.7
17.0
20.1
7.1
3.1
1.6
2.5
0.6
2.1
1.0
0.5
0.2
0.1
920
11.3
12.5
23.7
5.8
3.1
1.7
2.8
0.7
2.2
1.2
0.5
0.1
0.2
TABEL 4.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD (TON)
LOAD (TON)
END BEARING (TON/M2)
LOAD CARRIED BY END BEARING
230
1
1
0
460
2
3
0
690
3
3
0
805 920
4
5
4
5
0 0
http://digilib.mercubuana.ac.id/z
6
7
4
geotech efathama
TABEL 5.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 5 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
3
4
5
6
7
8
9
11
10
12
13
14
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
14C
14D
0
2177
2439
2665
2758
2331
2548
2834
2833
2645
2644
2566
2549
2757
2756
2628
2628
2645
2730
2572
2629
2893
2689
2727
2728
2742
2745
2732
2731
2782
2704
230
1992
2275
2535
2600
2248
2471
2794
2794
2625
2626
2552
2537
2746
2746
2621
2620
2639
2722
2569
2625
2891
2688
2726
2727
2743
2743
2731
2731
2782
2703
460
1666
2011
2327
2339
2086
2326
2723
2723
2584
2585
2520
2510
2724
2723
2604
2603
2628
2706
2561
2618
2887
2683
2724
2724
2741
2741
2730
2730
2781
2702
690
1411
1804
2144
2126
1930
2174
2648
2648
2538
2538
2484
2480
2698
2698
2587
2587
2615
2688
2553
2609
2883
2679
2723
2722
2739
2739
2728
2728
2780
2700
920
1047
1532
1946
1878
1725
1966
2554
2553
2434
2472
2405
2378
2560
2660
2559
2558
2595
2663
2541
2596
2879
2671
2718
2719
2736
2736
2727
2727
2779
2698
1035
1029
1272
1823
1674
1571
1761
2508
2509
2430
2429
2382
2402
2625
2625
2536
2537
2580
2640
2531
2586
2875
2666
2717
2716
2735
2735
2727
2725
2778
2697
1150
1080
1103
1802
1506
1470
1622
2338
2576
2393
2395
2344
2376
2598
2597
2516
2515
2567
2620
2522
2577
2871
2661
2714
2714
2734
2734
2727
2725
2778
2694
0
1768
2259
2593
2649
2261
2360
2811
2810
2602
2601
2506
2511
2711
2712
2596
2598
2623
2693
2558
2616
2887
2681
2724
2725
2742
2745
2731
2731
2782
2703
14C
14D
TABEL 5.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
4
3
5
6
7
8
9
10
11
13
12
13
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
185
164
130
158
83
77
40
39
20
18
14
12
11
10
7
8
6
8
3
4
2
1
1
1
-1
2
1
0
0
1
460
511
428
338
419
245
222
111
110
61
59
46
39
33
33
24
25
17
24
11
11
6
6
3
4
1
4
2
1
1
2
635
521
4
690
766
58
41
41
30
42
632
401
374
186
185
107
106
82
69
59
6
4
3
2
920
1130
907
719
880
606
582
280
280
211
172
161
171
197
96
69
70
50
67
31
33
14
18
9
9
6
9
5
4
3
1035
1148
1167
842
1084
760
787
326
324
215
215
184
147
132
131
92
91
65
90
41
43
18
23
10
12
7
10
5
6
4
7
1150 0
1097 409
1336 180
863 72
1252 109
861 70
926 188
496 23
257 23
252 43
249 43
222 60
173 38
159 46
159 44
112 32
113 30
78 22
110 37
50 14
52 13
22 6
28 8
13 3
14 3
8 0
11 0
5 1
6 0
4 0
10 1
14 -54.5
TABEL 5.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD (Ton)
1 -0.5
2 -7.0
3 -11.0
4 -15.0
5 -19.0
6 -23.0
7 -27.0
8 -31.0
9 -35.0
10 -39.0
11 -43.0
12 -47.0
13 -51.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
230
175
144
80
40
19
13
11
8
7
4
2
1
1
1
460
470
379
234
111
60
43
33
25
21
11
6
4
2
2
690
0
701
577
388
186
107
76
59
41
36
20
10
5
4
3
920
1019
800
594
280
192
166
147
70
59
32
16
9
7
5
1035
1158
963
774
325
215
166
132
92
78
42
21
11
9
6
1150 0
1217 295
1058 91
894 129
377 23
251 43
198 49
159 45
113 31
94 30
51 14
25 7
14 3
10 0
6 1
13 -54.5
TABEL 5.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED LOAD (Ton)
1 -0.5
2 -7.0
3 -11.0
4 -15.0
5 -19.0
6 -23.0
7 -27.0
8 -31.0
9 -35.0
10 -39.0
11 -43.0
12 -47.0
13 -51.0
230
230
190
105
52
25
17
14
10
9
5
2
1
1
460
460
371
229
108
59
42
32
24
20
11
6
3
2
1
690
690
568
382
183
105
74
58
40
35
19
10
5
4
3
1
920
920
722
537
253
173
150
132
63
53
29
14
8
7
4
1035 1150
1035 1150
861 1000
692 845
291 356
192 237
148 187
118 150
82 106
69 89
38 48
18 24
10 13
8 9
5 6
9-10
10-11
11-12
12-13
13-14
TABEL 5.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
230
2.0
6.7
4.2
2.1
0.6
0.3
0.3
0.1
0.4
0.2
0.1
0.0
0.0
460
4.4
11.3
9.6
3.9
1.4
0.7
0.7
0.3
0.7
0.4
0.2
0.1
0.0
690
6.0
14.8
15.8
6.2
2.4
1.3
1.4
0.4
1.3
0.7
0.4
0.1
0.1
920
9.7
14.8
22.6
6.4
1.8
1.4
5.5
0.8
1.9
1.1
0.5
0.1
0.2
1035 1150
8.5
13.5
31.9
7.8
3.5
2.4
2.8
1.0
2.5
1.5
0.7
0.1
0.3
7.3
12.4
33.0
11.8
4.0
2.9
3.5
1.4
3.2
2.0
0.9
0.3
0.3
7-8
8-9
TABEL 5.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD (Ton)
LOAD (Ton)
END BEARING (Ton/m2)
LOAD CARRIED BY END BEARING
230
1
1
0
460
1
2
0
690
3
4
0
920
4
5
0
1035 1150
5 6
6 8
0 1
http://digilib.mercubuana.ac.id/z
19
20
10
10
4
6
3
0
6
Geotech Efathama
TABEL 1.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 1 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
3
4
5
6
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
0
2503
2503
2447
2436
2672
2601
2709
2583
2337
2336
120
2427
2485
2430
2383
2662
2584
2729
2544
2322
240
2383
2364
2357
2348
2637
2570
2690
2567
2328
120
2351
2351
2373
2366
2641
2537
2653
2522
2471 0 *data error, tidak digunakan
2471
2470
2425
2661
2588
2742
2676
7 6B*
8
9
11
10
7A
7B
8A
8B
9A
9B
10A
2443
2560
2396
2437
2438
2634
2634
2340
2438
2573
2379
2426
2446
2633
2329
2433
2555
2392
2433
2435
2631
2337
2336
2443
2546
2387
2430
2432
2306
2324
2444
2584
2435
2444
2444
10B*
12
14
13
11A
11B
12A
12B
13A
13B
14A
2364
2711
2482
2662
2694
2788
2788
2633
2363
2722
2471
2662
2693
2799
2630
2359
2709
2480
2661
2693
2788
2634
2634
2357
2692
2482
2653
2690
2626
2626
2391
2730
2479
2702
15 14B*
15A
15B
15C
15D
2882
2680
2661
3283
3920
2777
2882
2680
2661
3283
3920
2788
2882
2680
2661
3283
3920
2784
2786
2879
2680
2661
3281
3919
2713
2830
2808
2905
2680
2661
3257
3644
TABEL 1.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 2
1
LOAD
4
3
5
6
8
7
9
10
11
12
14
13
15
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
15C
15D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
76
18
17
53
10
17
-20
39
15
-4
5
0
-13
17
11
-8
1
1
1
0
-11
11
0
1
-11
11
0
0
0
0
0
0
240
120
139
90
88
35
31
19
16
9
7
10
0
5
4
4
3
3
4
5
0
2
2
1
1
0
0
0
0
0
0
0
0
120
152
152
74
70
31
64
56
61
0
0
0
0
14
9
7
6
0
0
7
0
19
0
9
4
4
2
3
0
0
0
2
1
0
32
32
-23
11
11
13
-33
-93
31
12
-1
0
-24
-39
-7
-6
8
8
-27
0
-19
3
-40
-19
-42
-20
-23
0
0
0
26
276
APPLIED
LEVEL
TABEL 1.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
47
35
14
10
5
2
2
1
1
0
0
0
0
0
0
240
130
89
33
18
8
5
5
4
4
2
2
1
0
0
0
120
152
72
48
59
0
0
12
7
0
4
10
7
3
2
1
0
32
-6
12
-63
22
-1
-32
-7
8
-14
-8
-30
-31
-12
76
TABEL 1.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
LOAD
1
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
(Ton)
-0.5
120
120
89
34
25
14
6
5
3
2
1
0
0
0
0
0
120
120
240
240
165
61
32
15
9
8
6
6
4
3
2
0
0
0
240
240
TABEL 1.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
120
1.5
4.3
0.7
0.9
0.6
0.1
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
240
3.7
8.3
2.2
1.4
0.4
0.1
0.1
0.0
0.2
0.1
0.1
0.1
0.0
0.0
TABEL 1.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD
LOAD
END BEARING
LOAD CARRIED
(Ton)
(Ton)
(Ton/m2)
BY END BEARING
120
0
0
0
240
0
0
0
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TABEL 2.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 2 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
4
3
5
6
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
0
2471
2471
2470
2425
2661
2588
2742
2676
2306
2324
240
2313
2312
2260
2413
2619
2528
2743
2617
2294
360
2201
2184
2092
2370
2577
2438
2698
2590
2258
480
2335
2052
2301
2141
2571
2415
2685
2588
2267
360
2052
2051
2154
2136
2539
2426
2588
2478
240
2322
2335
2378
2360
2589
2550
2719
2467 0 *data error, tidak digunakan
2448
2420
2386
2674
2578
2735
7 6B*
10
9
8
7A
7B
8A
8B
9A
9B
10A
2444
2584
2435
2444
2444
2626
2626
2311
2424
2586
2416
2439
2440
2622
2294
2389
2555
2425
2439
2421
2605
2267
2378
2563
2410
2452
2401
2613
2241
2242
2385
2527
2342
2398
2417
2654
2286
2305
2429
2571
2421
2429
2646
2364
2344
2447
2552
2426
2471
11 10B*
13
12
14
11A
11B
12A
12B
13A
13B
14A
2391
2730
2479
2702
2713
2830
2808
2622
2385
2717
2489
2702
2712
2830
2625
2376
2725
2476
2700
2712
2829
2612
2373
2725
2474
2703
2706
2828
2628
2608
2331
2745
2511
2678
2691
2436
2617
2619
2376
2711
2462
2673
2471
2672
2630
2361
2753
2501
2662
11B
12A
15 14B*
15A
15B
15C
15D
2905
2680
2661
3257
3644
2808
2905
2680
2661
3257
3644
2807
2904
2679
2660
3257
3644
2807
2903
2678
2660
3257
3643
2784
2807
2882
2680
2657
3252
3642
2695
2792
2806
2888
2680
2660
3254
3641
2694
2788
2810
2906
2680
2662
3270
3194
12B
13A
13B
14A
15A
15B
15C
15D
TABEL 2.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED
(Ton)
2
1
LOAD 1A
1B
2A
3 2B
3A
4 3B
5
4A
4B
5A
6 5B
6A
7 6B
7A
9
8 7B
8A
8B
9A
10 9B
10A
11 10B
11A
13
12
14
15 14B
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
158
159
210
12
42
60
-1
59
12
13
20
0
-2
19
5
4
4
4
6
0
13
-10
0
1
0
0
0
0
0
0
0
0
360
270
287
378
55
84
150
44
86
48
30
55
0
29
10
5
23
21
1
15
0
5
3
2
1
1
1
1
0
1
1
0
0
480
136
419
169
284
90
173
57
88
39
57
66
0
21
25
-8
43
13
14
18
0
5
5
-1
7
2
1
2
0
2
1
0
1
360
419
420
316
289
122
162
154
198
65
82
59
0
57
93
46
27
-2
18
60
0
-15
-32
24
22
46
1
23
0
0
4
5
2
240
149
136
92
65
72
38
23
22
20
19
15
0
13
14
15
8
9
7
15
0
19
17
29
18
38
2
17
0
0
1
3
3
0
4
23
50
39
-13
10
7
30
-58
-20
-3
0
32
9
-27
-27
-46
-4
30
0
-23
-22
40
19
42
-2
-1
0
0
-1
-13
450
TABEL 2.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
159
111
51
29
12
10
8
5
4
3
2
1
0
0
0
360
279
216
117
65
39
27
19
14
11
7
4
1
1
1
1
480
278
227
132
72
48
33
23
17
14
9
5
3
2
1
1
360
420
303
142
176
74
30
75
37
8
30
-24
23
24
12
3
240
143
79
55
23
20
8
14
12
8
8
18
24
20
9
2
0
14
45
-2
19
-39
-2
21
-27
-25
15
-23
30
20
-1
109
TABEL 2.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED
APPLIED
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
LOAD
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
(Ton)
240
240
168
77
44
19
15
13
7
6
5
2
1
0
0
0
240
360
360
280
151
83
50
35
25
18
15
9
5
2
1
1
1
480
480
392
227
125
82
57
40
30
24
16
8
5
3
2
2
14-15
480
TABEL 2.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
240
3.5
7.2
2.7
2.0
0.3
0.2
0.5
0.1
0.1
0.2
0.1
0.1
0.0
0.0
360
3.9
10.2
5.4
2.7
1.2
0.8
0.6
0.2
0.4
0.3
0.3
0.1
0.0
0.0
480
4.3
13.1
8.1
3.4
2.0
1.4
0.7
0.5
0.7
0.6
0.3
0.2
0.1
0.0
TABEL 2.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
LOAD
LOAD
END BEARING
LOAD CARRIED
(TON)
(TON)
(TON/M2)
BY END BEARING
240
0
0
0
360
1
1
0
480
2
2
0
% OF APPLIED
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0
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TABEL 3.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 3 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
3
4
5
6
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
7 6B*
8
9
10
7A
7B
8A
8B
9A
9B
10A
11 10B*
11A
12 11B
12A
13 12B
13A
14 13B
14A
15 14B*
15A
15B
15C
15D
0
2467
2448
2420
2386
2674
2578
2735
2646
2364
2344
2447
2552
2426
2471
2471
2672
2630
2361
2753
2501
2662
2694
2788
2810
2906
2680
2662
3270
3194
240
2242
2260
2300
2275
2619
2527
2681
2632
2356
2319
2420
2561
2394
2464
2464
2647
2647
2354
2751
2499
2671
2683
2766
2831
2906
2680
2662
3270
3194
480
2043
2075
2148
2097
2503
2391
2634
2544
2275
2294
2354
2544
2358
2438
2438
2629
2629
2323
2744
2492
2656
2690
2785
2806
2903
2679
2661
3269
3193
600
1915
1899
2086
1911
2432
2305
2570
2500
2270
2252
2331
2489
2396
2440
2421
2624
2623
2316
2741
2489
2645
2698
2783
2805
2901
2679
2661
3269
3193
720
1791
1791
1987
1808
2398
2210
2558
2417
2226
2261
2315
2523
2349
2426
2425
2630
2609
2312
2737
2485
2653
2687
2782
2804
2899
2679
2661
3268
3192
600
1729
1729
1870
1896
2488
2338
2439
2309
2153
2152
2206
2454
2287
2359
2359
2579
2580
2296
2703
2451
2651
2682
2783
2783
2897
2675
2657
3266
3191
480
2043
2075
2188
2135
2548
2432
2619
2530
2236
2254
2377
2544
2358
2396
2396
2607
2607
2385
2732
2480
2656
2690
2784
2807
2900
2679
2660
3266
3191
2242
2260
2335
2310
2625
2533
2631
2584
2322
2286
2379
2551
2385
2455
2455
2641
2641
2351
2749
2517
2702
2715
2786
2808
2901
2679
2660
3267
3192
2429
2357
2382
2646
2566
2727
2598
2330
2320
2435
2566
2438
2446
2468
2625
2953
2393
2662
2870
2661
2738
2752
2518
2856
2703
2661
3227
2478
15D
240 0 2428 *data error, tidak digunakan
TABEL 3.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
LOAD
2
3
4
5
6
7
8
9
10
11
12
13
14
15
(Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
15C
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
225
188
120
111
55
51
54
14
8
25
27
0
-9
32
7
7
25
-17
7
0
2
2
-9
11
22
-21
0
0
0
0
0
0
480
424
373
272
289
171
187
101
102
89
50
93
0
8
68
33
33
43
1
38
0
9
9
6
4
3
4
3
0
1
1
1
1
600
552
549
334
475
242
273
165
146
94
92
116
0
63
50
48
7
45
0
12
12
17
-4
5
5
5
0
1
1
1
1
720
676
657
433
578
276
368
177
229
138
83
132
0
29
77
45
46
42
21
49
0
16
16
9
7
6
6
7
0
1
1
2
2
600
738
719
550
490
186
240
296
337
211
192
241
0
98
139
112
112
93
50
65
0
50
50
11
12
5
27
9
0
5
5
4
480
424
373
232
251
126
146
116
116
128
90
70
0
8
68
75
75
65
23
-24
0
21
21
6
4
4
3
6
0
1
2
4
3
240
225
188
85
76
49
45
104
62
42
58
68
0
1
41
16
16
31
-11
10
0
4
-16
-40
-21
2
2
5
0
1
2
3
2
0
39
19
63
4
28
12
8
48
34
24
12
0
-14
-12
25
3
47
-323
-32
0
91
-369
1
-44
36
292
50
0
-23
1
43
716
30
31
TABEL 3.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
161
115
53
34
17
13
11
7
4
4
2
1
0
0
0
480
339
280
179
101
69
46
38
33
22
19
9
5
3
1
1
600
477
404
257
155
93
41
27
22
12
5
2
1
720
586
505
322
203
110
66
53
46
31
25
16
8
6
3
2
600
624
520
213
317
202
121
119
112
72
33
50
12
16
5
480
320
242
136
116
109
35
38
75
44
-12
21
5
4
3
3
240
144
81
47
83
50
34
21
16
10
5
-6
-31
2
3
2
0
31
34
20
28
29
6
-13
14
-138
-16
-139
-22
164
25
184
58
46
7
4
TABEL 3.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED
LEVEL
LOAD
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
(Ton)
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
-0.5
240
240
172
79
51
25
20
17
10
6
5
3
2
0
0
0
240
480
480
397
253
143
98
66
53
47
31
27
13
7
5
2
1
480
600
600
508
323
195
117
73
58
51
34
28
15
8
6
3
2
600
720
720
621
396
249
136
81
65
56
39
30
20
10
7
4
2
720
TABEL 3.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
240
3.3
7.4
2.2
2.1
0.4
0.2
0.5
0.3
0.1
0.2
0.1
0.1
0.0
0.0
480
4.1
11.5
8.7
3.6
2.6
1.0
0.5
1.2
0.3
1.2
0.4
0.2
0.2
0.0
600
4.5
14.7
10.2
6.2
3.5
1.2
0.6
1.3
0.5
1.0
0.6
0.2
0.2
0.1
720
4.9
17.9
11.6
9.0
4.3
1.3
0.7
1.4
0.7
0.8
0.8
0.2
0.3
0.2
TABEL 3.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
LOAD
LOAD
END BEARING
LOAD CARRIED
(TON)
(TON)
(TON/M2)
BY END BEARING
240
0
0
0
480
1
2
0
600
2
2
0
720
2
3
0
% OF APPLIED
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TABEL 4.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 4 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
3
4
5
6
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
0
2428
2429
2357
2382
2646
2566
2727
2598
2330
2320
240
2242
2260
2249
2226
2585
2496
2640
2593
2319
480
1972
2004
1993
2004
2467
2266
2534
2504
720
1687
1701
1731
1730
2290
2092
2444
2340
840
1570
1570
1599
1626
2175
2021
2409
2239
960
1423
1424
1458
1490
2078
1906
2315
840
1430
1430
1685
1658
2269
2068
2336
720
1451
1451
1648
1675
2281
2066
480
1648
1635
1806
1819
2354
2182
240
2012
2012
2168
2092
2493
2352 0 *data error, tidak digunakan
2352
2277
2294
2659
7 6B*
8
10
9
11 10B*
12
14
13
15
7A
7B
8A
8B
9A
9B
10A
11A
11B
12A
12B
13A
13B
14A
15A
15B
15C
15D
2435
2566
2438
2446
2468
2625
2953
2393
2662
2870
2661
2738
2752
2518
2856
14B*
2703
2661
3227
2478
2283
2396
2572
2403
2447
2447
2783
2783
2382
2660
2868
2659
2736
2752
2518
2855
2703
2661
3227
2478
2220
2220
2272
2454
2435
2387
2414
2633
2872
2330
2647
2855
2652
2729
2747
2513
2852
2702
2660
3226
2477
2163
2164
2216
2477
2346
2435
2341
2576
2906
2312
2631
2839
2643
2720
2741
2509
2845
2700
2659
3226
2477
2060
2157
2144
2462
2306
2365
2365
2729
2708
2281
2623
2831
2638
2712
2739
2505
2845
2701
2659
3225
2476
2179
2048
2047
2064
2442
2265
2293
2385
2694
2694
2246
2612
2822
2651
2685
2734
2505
2845
2700
2659
3225
2477
2218
2051
2050
2100
2383
2250
2339
2303
2555
2555
2265
2624
2840
2640
2713
2738
2505
2840
2700
2659
3225
2476
2311
2196
2073
2073
2076
2385
2219
2305
2305
2539
2537
2250
2627
2828
2642
2723
2735
2502
2844
2700
2658
3225
2475
2435
2301
2134
2117
2183
2418
2251
2328
2329
2289
2572
2288
2621
2828
2637
2712
2737
2504
2839
2701
2653
3221
2433
2627
2452
2335
2260
2343
2454
2344
2355
2376
2387
2834
2253
2625
2843
2638
2710
2737
2496
2833
2678
2623
3208
2453
2520
2654
2544
2294
2294
2383
2539
2353
2406
2405
2604
2624
2339
2701
2471
2656
2688
2786
2785
2882
2535
2659
3122
2472
2468
TABEL 4.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
3
4
6
5
7
8
10
9
11
12
14
13
15
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
15C
15D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
186
169
108
156
61
70
87
5
11
37
39
0
-6
35
-1
21
-158
170
11
0
2
2
2
2
0
0
1
0
0
0
0
0
480
456
425
364
378
179
300
193
94
110
100
163
0
112
3
59
54
-8
81
63
0
15
15
9
9
5
5
4
0
1
1
1
1
720
741
728
626
652
356
474
283
258
167
156
219
0
89
92
11
127
49
47
81
0
31
31
18
18
11
9
11
0
3
2
1
840
858
859
758
756
471
545
318
359
270
163
291
0
104
132
81
103
-104
245
112
0
39
39
23
26
13
13
11
0
2
2
2
2
960
1005
1005
899
892
568
660
412
419
282
273
371
0
124
173
153
83
-69
259
147
0
50
48
10
53
18
13
11
0
3
2
2
1
840
998
999
672
724
377
498
391
380
279
270
335
0
183
188
107
165
70
398
128
0
38
30
21
25
14
13
16
0
3
2
2
720
977
978
709
707
365
500
416
402
257
247
359
0
181
219
141
163
86
416
143
0
35
42
19
15
17
16
12
0
3
3
2
3
480
780
794
551
563
292
384
292
297
196
203
252
0
148
187
118
139
336
381
105
0
41
42
24
26
15
14
17
0
2
8
6
10
240
416
417
189
290
153
133
100
146
-5
60
92
0
112
94
91
92
238
119
140
0
37
27
23
28
15
22
23
0
25
38
19
25
0
76
77
80
88
-13
46
73
54
36
26
52
0
27
85
40
63
21
329
54
0
-39
399
5
50
-34
-267
-26
0
168
2
105
6
TABEL 4.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD (Ton)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
178
132
66
46
24
19
15
10
6
5
2
2
0
0
0
480
441
371
239
144
105
81
57
56
36
32
15
9
5
2
1
720
735
639
415
270
162
110
90
69
48
40
31
18
10
5
2
840
859
757
508
338
217
145
118
92
70
56
39
25
13
5
960
1005
896
614
415
278
186
149
118
95
74
49
32
15
5
2
840
999
698
438
386
275
168
186
136
234
64
34
23
14
8
2
720
978
708
433
409
252
180
200
152
251
72
39
17
17
6
3
480
787
557
338
295
200
126
168
129
359
53
42
25
240
417
240
143
123
28
46
103
92
179
70
32
26
19
12
27
0
77
84
17
64
31
26
56
52
175
27
180
28
-151
-13
70
15
9
2
7
TABEL 4.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED LOAD (Ton)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
240
240
178
89
63
32
26
20
14
8
7
3
2
0
0
0
480
480
404
261
157
115
89
63
62
40
34
17
9
5
2
1
720
720
626
407
265
159
107
89
68
47
40
30
18
10
5
840
840
741
497
331
212
142
115
90
69
55
39
24
12
5
2
960
960
856
586
397
265
177
142
113
91
70
47
30
15
5
2
14-15
1 -0.5
2
TABEL 4.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
240
3.0
7.1
2.1
2.4
0.5
0.5
0.5
0.4
0.1
0.3
0.1
0.1
0.0
480
3.7
11.4
8.3
3.3
2.1
2.1
0.1
1.7
0.4
1.4
0.6
0.3
0.2
0.1
720
4.6
17.4
11.3
8.5
4.1
1.5
1.7
1.7
0.6
0.7
1.0
0.6
0.4
0.2
840
4.9
19.4
13.2
9.5
5.5
2.2
2.0
1.7
1.1
1.3
1.2
0.9
0.6
0.2
960
5.1
21.4
15.1
10.5
7.0
2.8
2.3
1.7
1.6
1.9
1.3
1.2
0.8
0.2
0.0
TABEL 4.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD (TON)
LOAD (TON)
END BEARING (TON/M2)
LOAD CARRIED BY END BEARING
240
0
0
0
480
1
1
0
720
2
2
0
840 960
2
2
2
2
0 0
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2
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TABEL 5.A. : REGANGAN TERUKUR DARI VWSG PADA SIKLUS 5 (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
3
2
5
4
6
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
0
2352
2352
2277
2294
2659
2520
2654
2544
2294
2294
240
2096
2096
2072
2096
2547
2411
2580
2471
2264
480
1804
1804
1811
1833
2369
2230
2483
2354
720
1564
1564
1577
1600
2205
2037
2356
2225
960
1368
1368
1380
1407
2066
1877
2249
2114
1080
1164
1164
1187
1233
1908
1726
2107
1176
890
867
922
969
1599
1599
2210 0 *data error, tidak digunakan
2211
2201
2267
2595
2491
7 6B*
8
9
10
11 10B*
14
13
12
15
7A
7B
8A
8B
9A
9B
10A
11A
11B
12A
12B
13A
13B
14A
15A
15B
15C
15D
2383
2539
2353
2406
2405
2604
2624
2339
2701
2471
2656
2688
2786
2785
2882
14B*
2535
2659
3122
2472
2246
2315
2500
2334
2392
2373
2605
2603
2321
2696
2466
2652
2686
2785
2785
2882
2535
2659
3123
2471
2161
2161
2176
2457
2289
2334
2335
2567
2569
2258
2681
2450
2643
2678
2779
2778
2875
2534
2658
3122
2469
2090
2090
2064
2406
2239
2321
2321
2546
2548
2240
2663
2434
2634
2665
2774
2774
2868
2532
2656
3121
2469
2013
2013
1994
2372
2202
2282
2281
2520
2519
2208
2646
2418
2623
2656
2767
2767
2864
2531
2656
3121
1981
1936
1936
1880
2321
2153
2229
2230
2477
2478
2155
2639
2409
2610
2642
2760
2758
2859
2532
2659
3114
2463
1903
1791
1756
1756
1647
2192
2131
2185
2142
2400
2400
2046
2619
2384
2583
2614
2744
2744
2849
2531
2650
3116
2464
2626
2494
2269
2270
2331
2480
2317
2365
2364
2531
2532
2299
2667
2434
2636
2668
2782
2781
2878
2533
2652
3116
2465
15C
15D
2466
TABEL 5.B. : PERUBAHAN REGANGAN (MICROSTRAIN) Strain Change at Each VWSG
APPLIED 1
2
3
4
6
5
7
8
9
10
12
11
14
13
15
LOAD (Ton)
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
256
256
205
198
112
109
74
73
30
48
68
0
39
19
14
32
-1
21
18
0
5
5
4
2
1
0
0
0
0
0
-1
1
480
548
548
466
461
290
290
171
190
133
133
207
0
82
64
72
70
37
55
81
0
20
21
13
10
7
7
7
0
1
1
0
3
720
788
788
700
0
694
454
483
298
319
204
204
319
0
133
114
85
84
58
76
99
0
38
37
22
23
12
11
14
0
3
3
1
3
960
984
984
897
887
593
643
405
430
281
281
389
0
167
151
124
124
84
105
131
0
55
53
33
32
19
18
18
0
4
3
1
6
1080
1188
1188
1090
1061
751
794
547
563
358
358
503
0
218
200
177
175
127
146
184
0
62
62
46
46
26
27
23
0
3
0
8
9
1176 0
1462 142
1485 141
1355 76
1325 27
1060 64
921 29
751 28
753 50
538 25
538 24
736 52
0 0
347 59
222 36
221 41
263 41
204 73
224 92
293 40
0 0
82 34
87 37
73 20
74 20
42 4
41 4
33 4
0 0
4 2
9 7
6 6
8 7
TABEL 5.C. : REGANGAN RATA-RATA PADA SETIAP ELEVASI (MICROSTRAIN) LEVEL
APPLIED LOAD (Ton)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
240
256
201
110
74
39
34
29
23
10
9
5
3
1
0
0
480
548
463
290
181
133
104
73
71
46
41
20
12
7
4
1
697
468
309
204
159
124
85
67
50
38
22
12
7
2
960
984
892
618
418
281
194
159
124
95
66
54
32
19
9
3
1080
1188
1076
772
555
358
251
209
176
137
92
62
46
26
11
5
1176 0
1474
1340
991
752
538
368
284
242
214
146
85
73
41
17
7
142
52
47
39
25
26
48
41
83
20
36
20
4
2
6
720
788
0
TABEL 5.D. : BEBAN AKSIAL PADA SETIAP ELEVASI (TON) LEVEL
APPLIED LOAD (Ton)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
-0.5
-7.0
-11.0
-15.0
-19.0
-23.0
-27.0
-31.0
-35.0
-39.0
-43.0
-47.0
-51.0
-55.0
-59.5
240
240
189
103
69
37
32
27
22
9
8
5
3
0
0
480
480
406
254
158
117
91
64
63
41
35
18
10
6
3
1
720
720
637
428
282
186
146
113
77
61
45
35
21
11
6
2
0
960
960
870
603
407
274
190
155
121
92
64
53
31
18
9
3
1080 1176
1080 1176
978 1069
702 790
505 600
326 429
229 294
190 227
160 193
124 170
83 117
56 67
42 59
24 33
10 13
5 5
10-11
11-12
12-13
13-14
14-15
TABEL 5.E. : TAHANAN FRIKSI SATUAN RATA-RATA (TON/M2) AVERAGE UNIT SKIN FRICTION
APPLIED
LEVEL
LOAD (Ton)
1-2
2-3
3-4
4-5
5-6
6-7
7-8
240
2.5
6.8
2.7
2.6
0.4
0.4
0.4
1.0
0.1
0.3
0.1
0.2
0.0
0.0
480
3.6
12.1
7.6
3.3
2.1
2.2
0.1
1.7
0.4
1.4
0.6
0.3
0.2
0.1
720
4.1
16.6
11.6
7.6
3.2
2.6
2.8
1.3
1.3
0.9
1.1
0.8
0.3
0.3
960
4.4
21.3
15.6
10.6
6.7
2.7
2.7
2.3
2.2
0.9
1.7
1.0
0.8
0.4
1080 1176
5.0
21.9
15.7
14.2
7.7
3.1
2.4
2.8
3.2
2.2
1.2
1.4
1.1
0.4
5.2
22.2
15.1
13.6
10.8
5.3
2.7
1.8
4.3
3.9
0.7
2.1
1.6
0.6
8-9
9-10
TABEL 5.F. : TAHANAN UJUNG SATUAN (TON/M2) APPLIED
END
UNIT
% OF APPLIED
LOAD (Ton)
LOAD (Ton)
END BEARING (Ton/m2)
LOAD CARRIED BY END BEARING
240
0
0
0
480
1
1
0
720
2
3
0
960
3
4
0
1080 1176
5 5
6 7
0 0
http://digilib.mercubuana.ac.id/z
LAMPIRAN 8. DISTRIBUSI TRANSFER BEBAN
V-8 http://digilib.mercubuana.ac.id/z
Kedalaman (m)
Deskripsi
NSPT
0
0 2 4 6 8 10 12 14
Lempung kelanauan lunak.
16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56
Data Tanah
Lempung kelanauan sangat kaku.
10
20
30
Posisi VWSG
40
50
Transfer Beban (Ton)
0
0
115 230 345 460 575 690 805 920 1035 1150 1265 1380
-2
2 2 5 2 1 1 1 2 3 4 4 12 10 11 14 15 17 12 14 15 19 16 22 30 24 23 22 20
-4 -6 -8 -10 -12 -14 -16 -18 -20 -22 -24 -26 -28 -30 -32 -34 -36 -38
460
-40
690
-42
920
-44
1035
-46
1150
-48 -50 -52 -54 -56
DISTRIBUSI TRANSFER BEBAN BERDASARKAN DATA VWSG PTP - 1 http://digilib.mercubuana.ac.id/z
230
Kedalaman (m)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60
Deskripsi
Data Tanah
NSPT
0
Lempung kelanauan lunak.
Lempung kelanauan kaku hingga sangat kaku.
10
20
30
Posisi VWSG
40
50
3 2 5 3 2 3 1 2 4 6 12 11 11 17 15 14 14 15 16 14 13 18 17 17 19 15 21 37 37 19
Transfer Beban (Ton)
0 -2 -4 -6 -8 -10 -12 -14 -16 -18 -20 -22 -24 -26 -28 -30 -32 -34 -36 -38 -40 -42 -44 -46 -48 -50 -52 -54 -56 -58 -60
0
120 240 360 480 600 720 840 960 1080 1200 1320
DISTRIBUSI TRANSFER BEBAN BERDASARKAN DATA VWSG PTP 2 http://digilib.mercubuana.ac.id/z
240 480 720 960 1080 1175.04
LAMPIRAN 9. SERTIFIKAT PESERTA SEMINAR
V-9 http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
LAMPIRAN 10. LEMBAR ASISTENSI
V-10 http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
http://digilib.mercubuana.ac.id/z
