Pemadatan
41
kadar air no parameter samp basah 1 2 1 berat cawan (A) 6.98 7.24 2 berat cawan + agregat alam (B) 42.41 41.46 3 berat cawan + agregat oven (D) 31.47 31.03 4 berat agregat alami (Z)=((B)-(A) 35.43 34.22 5 berat setelah oven dry (Y)=((D)-(A) 24.49 23.79 6 kadar air ((Z)-(Y)/(Y) 44.67129 43.84195 berat jenis no parameter samp 2 (biru) 1 berat contoh tanah #40 A1 10 2 berat piknometer A2 45.09 3 berat piknometer+tanah #40 A3 55.09 4 berat piknometer+air+tanah A4 148.02 5 berat pikno + air pada suh A6 141.82 6 berat tanah Wt=A3-A2 10 7 isi tanah A5-A4 3.79999999999998 8 berat jenis (Wt/(A5-A4) 2.63157894736843 9 A5=(A3-A2+A6) 151.82 10 rata-rata berat jenis 2.7650648 no parameter samp 1 (hijau) 1 berat contoh tanah #40 A1 10 2 berat piknometer A2 48.71 3 berat piknometer+tanah #40 A3 58.71 4 berat piknometer+air+tanah A4 154.14 5 berat pikno + air pada suh A6 147.59 6 berat tanah Wt=A3-A2 10 7 isi tanah A5-A4 3.45000000000002 8 berat jenis (Wt/(A5-A4) 2.89855072463767 9 A5=(A3-A2+A6) 157.59 10 rata-rata berat jenis 2.7650648 no PARAMETER A 1 berat tanah awal 2000 2 kadar air mula % 3 penambahan air % 18 4 penambahan air cc 360 5 berat tanah +cetakan 3237.25 6 berat cetakan
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Transcript of Pemadatan
kadar air
no parameter
sampelbasah kering
1 2 1 21 berat cawan (A) 6.98 7.24 7.05 7.062 berat cawan + agregat alami (B) 42.41 41.46 44.39 44.083 berat cawan + agregat oven dr(D) 31.47 31.03 43.03 42.774 berat agregat alami (Z)=((B)-(A)) 35.43 34.22 37.34 37.025 berat setelah oven dry (Y)=((D)-(A)) 24.49 23.79 35.98 35.716 kadar air ((Z)-(Y)/(Y))* 44.67129 43.84195 3.779878 3.66844
berat jenis
no parametersampel
2 (biru) 1 (hijau)1 berat contoh tanah #40 A1 10 102 berat piknometer A2 45.09 48.713 berat piknometer+tanah #40 A3 55.09 58.714 berat piknometer+air+tanah A4 148.02 154.145 berat pikno + air pada suhu A6 141.82 147.596 berat tanah Wt=A3-A2 10 107 isi tanah A5-A4 3.79999999999998 3.450000000000028 berat jenis (Wt/(A5-A4) 2.63157894736843 2.898550724637679 A5=(A3-A2+A6) 151.82 157.59
10 rata-rata berat jenis 2.76506483600305
no parametersampel
1 (hijau) 2 (biru)1 berat contoh tanah #40 A1 10 102 berat piknometer A2 48.71 45.093 berat piknometer+tanah #40 A3 58.71 55.094 berat piknometer+air+tanah A4 154.14 148.025 berat pikno + air pada suhu A6 147.59 141.826 berat tanah Wt=A3-A2 10 107 isi tanah A5-A4 3.45000000000002 3.799999999999988 berat jenis (Wt/(A5-A4) 2.89855072463767 2.631578947368439 A5=(A3-A2+A6) 157.59 151.82
10 rata-rata berat jenis 2.76506483600305
PEMADATAN
no PARAMETERCAWAN
A B1 berat tanah awal 2000 20002 kadar air mula % 3.723 penambahan air % 18 204 penambahan air cc 360 400
BERAT ISI5 berat tanah +cetakan 3237.25 3281.556 berat cetakan 1792.06
7 berat tanah basah 1445.19 1489.498 volume cetakan 955.555389 berat isi basah 1.51240841739597 1.55876889102963
10 berat isi kering 1.24190343164889 1.27474288067364KADAR AIR
atas bawah atas bawah11 berat tanah basah + cawan 13.1 15.26 20.34 13.2512 tanah kering + cawan 11.21 12.97 17.25 11.3913 berat air 1.89 2.29 3.09 1.8614 berat cawan 2.53 2.46 3.61 2.915 berat tanah kering 8.68 10.51 13.64 8.4916 kadar air 21.77419 21.78877 22.65396 21.9081317 kadar air rata-rata 21.7814830729566 22.281043076381
1.72571486802556 1.71096467364812
kadar air berat isi kering1.72571486802556 21.78148307 1.24190343164889 1.725714868025561.71096467364812 22.28104308 1.27474288067364 1.710964673648121.67050356823611 23.69667156 1.30860645037497 1.670503568236111.58591601793305 26.88952405 1.28671374828778 1.585916017933051.55462735729449 28.15857916 1.28050502466037 1.55462735729449
𝛾 ZAV
satuanrata-rata
A B C D E18% 20% 22% 24% 26%
basah kering 360 cc 400cc 440cc 480cc 520ccgr 7.11 7.055gr 41.935 44.235gr 31.25 42.9gr 34.825 37.18gr 24.14 35.845% 44.25662 3.724159
satuan rata-ratagram 10gram 46.9gram 56.9gram 151.08gram 144.705gram 10
3.6252.76506483600305
gram 154.705gram
satuan rata-ratagram 10gram 46.9gram 56.9gram 151.08gram 144.705gram 10
3.6252.76506483600305
gram 154.705gram
PEMADATANCAWAN
satuanC D E2000 2000 2000 gram3.72 %22 24 26 %
440 480 520 ccBERAT ISI
3338.82 3352.2 3360.2 gram1792.06 gram
1546.76 1560.14 1568.14 gram955.55538 m3
1.61870262297 1.63270495112486 1.64107704568625 gram1.30860645037 1.28671374828778 1.28050502466037 gram
KADAR AIRatas bawah atas bawah atas bawah17.26 15.67 20.09 16.26 15.4 19.17 gram14.46 13.23 16.33 13.37 12.58 15.57 gram
2.8 2.44 3.76 2.89 2.82 3.62.9 2.7 2.49 2.51 2.53 2.83
11.56 10.53 13.84 10.86 10.05 12.7424.22 23.17189 27.16763 26.61142 28.0597 28.2574623.6966715629 26.8895240528428 28.15857916071141.67050356824 1.58591601793305 1.55462735729449
analisa sarigan
saringan nomor ukuran butir berat saringan berat saringan+tertahanberat tertahan saringan8 2.300 475.47 499.9 24.43
10 2.000 463.36 470.41 7.0512 1.680 461.91 467.66 5.7516 1.190 443.47 457.86 14.3918 1.000 438.46 445.5 7.0430 0.590 410.66 423.92 13.2640 0.425 398.35 403.98 5.6350 0.297 388.74 398.17 9.4380 0.177 348.75 357.46 8.71
100 0.149 351.37 353.94 2.57200 0.750 385.79 392.04 6.25
pan 332.61 343.31 10.7115.2100
berat lewat saringanpersentase berat lebih kecilTEKAN BEBAS
90.78 78.795243468449 DIAMETER CONTOH 10.283.73 72.675982987588 TINGGI CONTOH 11.677.98 67.685096779793 LUAS MULA-MULA 81.7457142963.59 55.194861557157 VOLUME CONTOH 948.250285756.55 49.084280878396 BERAT CONTOH 1654.6943.29 37.574863293117 BERAT VOLUME 1.74499288337.66 32.68813471052928.23 24.50308132974619.52 16.942973700216.95 14.712264560368
10.7 9.2873882475480 0
Benda Uji : UJI LANGSUNG
ujitekan bebasATAS BAWAH
waktuBERAT CAWAN+TANAH BASAH 13.77 16.95BERAT CAWAN+TANAH KERING 12.21 15.21 30BERAT CAWAN 5.57 6.82 60BERAT AIR 1.56 1.74 90BERAT TANAH KERING 6.64 8.39 120KADAR AIR 23.49 20.74 150KADAR AIR RATA-RATA 22.12 180
210240
0 2700 2860 300
ujitekan bebaspemendekan tanah luas penampang
pembacaan arloji delta L renggangan koreksi40 0.04 0.00344827586206897 0.99655172413793178 0.078 0.00672413793103448 0.993275862068966
108 0.108 0.00931034482758621 0.990689655172414139 0.139 0.0119827586206897 0.98801724137931179 0.179 0.0154310344827586 0.984568965517241219 0.219 0.0188793103448276 0.981120689655172257 0.257 0.0221551724137931 0.977844827586207301 0.301 0.025948275862069 0.974051724137931347 0.347 0.0299137931034483 0.970086206896552376 0.376 0.0324137931034483 0.967586206896552390 0.39 0.0336206896551724 0.966379310344828
ujitekan bebasluas penampang beban
tekananluas dikoreksi pembacaan arloji beban82.0285714285714 121 121.0000000 1.475095882.2991048181119 235 45.5195000 0.553098482.5139475908707 373 72.2501000 0.875610882.7371333840228 521 100.9177000 1.219738983.0269053247776 669 129.5853000 1.560762783.3187141476395 729 141.2073000 1.694784983.5978388181509 890 172.3930000 2.062170583.9233813358957 1041 201.6417000 2.402688084.2664432341852 1174 227.4038000 2.698628284.4841665818145 1262 244.4494000 2.8934345
84.58967758379 1224 237.0888000 2.8028101
pemerikasaan CBR tanpa perendamanPENETRASI BEBAN
mm inch pembacaan arloji kalibrasi beban (lbs)0.025 118 5.781 682.158
0.05 166 5.781 959.6460.075 201 5.781 1161.981
0.1 230 5.781 1329.630.125 254 5.781 1468.374
0.15 280 5.781 1618.680.175 297 5.781 1716.957
0.2 315 5.781 1821.0150.225 332 5.781 1919.292
0.25 350 5.781 2023.350.275 365 5.781 2110.065
0.3 381 5.781 2202.5610.325 395 5.781 2283.495
0.35 408 5.781 2358.6480.375 420 5.781 2428.02
0.4 433 5.781 2503.173
HARGA CBR0.1" 44.321 44.33333333333330.2" 40.467 40.4444444444444
682.158 0.025959.646 0.05
1161.981 0.0751329.63 0.1
1468.374 0.1251618.68 0.15
1716.957 0.1751821.015 0.21919.292 0.225
2023.35 0.252110.065 0.2752202.561 0.32283.495 0.3252358.648 0.35
2428.02 0.3752503.173 0.4
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an (
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pemerikasaan CBR rendamberat isi nilai mm inchberat tanah + cetakan 8000 0.025berat cetakan 4000 0.05berat tanah basah 4000 3267.86 0.075volume cetakan 2285.217 712.2402 0.1berat isi basah 1.750381 3980.1 0.125berat isi kering 1.440548 0.15
0.175kadar air atas bawah 0.2tanah basah+cawan 15.27 18.79 0.225berat tanah kering+cawan 13.53 16.33 0.25Berat cawan 5.44 5.19 0.275Krus (no) 0.3Air 1.74 2.46 0.325Tanah Kering 8.09 11.14 0.35KADAR AIR 21.50803 22.08259 0.375
21.7953099444534 0.4
7937 79104155 4155 HARGA CBR3782 3755 0.1" 3.6613
0.2" 3.2759
0.0250.05
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0.1250.15
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0.3250.35
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pemerikasaan CBR rendampembacaan arloji kalibrasi beban (lbs) berat isi
7 5.781 40.467 berat tanah + cetakan13 5.781 75.153 berat cetakan16 5.781 92.496 berat tanah basah19 5.781 109.839 volume cetakan
20.5 5.781 118.5105 berat isi basah22.5 5.781 130.0725 berat isi kering
24 5.781 138.74425.5 5.781 147.4155 kadar air
27 5.781 156.087 tanah basah+cawan28.5 5.781 164.7585 berat tanah kering+cawan
30 5.781 173.43 Berat cawan31.5 5.781 182.1015 Krus (no)33.5 5.781 193.6635 Air
35 5.781 202.335 Tanah Kering37 5.781 213.897 KADAR AIR
38.5 5.781 222.5685berat isiberat tanah + cetakanberat cetakanberat tanah basahvolume cetakanberat isi basahberat isi kering
40.467 kadar air75.153 tanah basah+cawan92.496 berat tanah kering+cawan
109.839 Berat cawan118.5105 Krus (no)130.0725 Air
138.744 Tanah Kering147.4155 KADAR AIR
156.087164.7585
173.43182.1015193.6635
202.335213.897
222.5685
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sebelum sesudah8000 82004000 4000 3267.864000 4200 972.5638
2285.21664 4240.4241.750381093 1.8379001476
1.3277038404 1.4393704732
atas bawah15.33 12.8212.78 10.94
4.77 4.15
2.55 1.888.01 6.79
31.835205993 27.68777614129.761491067 28.27342sebelum sesudah
8000 82004000 40004000 4200
2285.216641.750381093 1.8379001476
1.3277038404 1.4393704732
atas bawah15.33 12.8212.78 10.94
4.77 4.15
2.55 1.888.01 6.79
31.835205993 27.687776141
atterbergbanyaknya pukulan 11 17 33nomor cawan A B C D E Fb. cawan + contoh tanah 11.84 13.03 12.66 13.79 13.46 11.41b. cawan + contoh kering 10.211 10.95 10.78 11.54 11.47 10.03b. air 1.629 2.08 1.88 2.25 1.99 1.38b. cawan 7.08 7 7.01 7.09 7.09 6.91b. contoh kering 3.131 3.95 3.77 4.45 4.38 3.12kadar air 52.028106 52.658228 49.867374 50.561798 45.43379 44.23077kadar air rata-rata 52.3431669422557 50.214585879057 44.8322795925536
25 47.52343316 8
5.3823063 2.6911531indeks plastis 17.731846
konsolidasi38 BATAS PLASTIS data
G H I J penambahan air pada tanah16.83 12.56 9.99 9.6113.92 10.9 9.32 8.99
2.91 1.66 0.67 0.627.2 7.02 6.95 7.01
6.72 3.88 2.37 1.9843.30357 42.78351 28.27004 31.3131343.0435382916053 29.791586753612
KONSOLIDASIBeban Kg 1 2 4 8
0.25 0.5 1 298.22129 0 detik 0 385 709 1206
9.6 detik 258 522 972 159021.6 detik 278 544 975 164338.4 detik 286 560 1009 1740
1 menit 296 572 1031 17602.25 menit 308 594 1071 1797
4 menit 318 605 1089 18189 menit 326 624 1114 1847
16 menit 334 636 1130 187125 menit 348 644 1140 188436 menit 350 650 1148 189549 menit 352 656 1153 190664 menit 355 661 1160 191181 menit 360 666 1165 1917
100 menit 362 673 1170 1923256 menit 370 684 1182 1935
1440 menit 385 709 1206 1965nilai pengembangan 585
Tekanan Kg/cm3
16 32 8 2 1 berat sebelum konsolidasi4 9 2 0.5 0.25 berat tanah+ring 298.04
1965 2886 ring 62.852449 3267 berat pelat 133.892532 3334 berat setelah konsolidasi2549 3429 sebelum oven 305.862573 3462 sesudah oven 277.992589 35262604 3560 tinggi sampel ssetelah konsolidasi2663 3592 1.7 cm2684 36342718 36622758 36862776 37002789 37122800 37212807 3729 3664 3453 33292834 37552866 3789
TRIAKSIAL
gr Penambahan CC air 238.8628grgr
grgr
,tinggi sampel ssetelah konsolidasi
Series 1 Series 2 Series 311 52.34317 2 2.01836517 50.21459 2 5.382306 1.681971 52.2329533 44.83228 3 0.336394 43.1503138 43.04354 5
10.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.0022.0023.0024.0025.0026.0027.0028.0029.0030.0031.0032.0033.0034.0035.0036.0037.0038.0039.0040.00
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Grafik ATTERBERG
Series1Polynomial (Series1)
w opt
γd
10.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.0022.0023.0024.0025.0026.0027.0028.0029.0030.0031.0032.0033.0034.0035.0036.0037.0038.0039.0040.00
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Grafik ATTERBERG
Series1Polynomial (Series1)
w optγd
10.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.0022.0023.0024.0025.0026.0027.0028.0029.0030.0031.0032.0033.0034.0035.0036.0037.0038.0039.0040.00
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Grafik ATTERBERG
Series1Polynomial (Series1)
w opt
γd
10.0011.0012.0013.0014.0015.0016.0017.0018.0019.0020.0021.0022.0023.0024.0025.0026.0027.0028.0029.0030.0031.0032.0033.0034.0035.0036.0037.0038.0039.0040.00
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Grafik ATTERBERG
Series1Polynomial (Series1)
w opt
γd
no PARAMETERMOLL
A B C D1 berat tanah awal 2000 2000 2000 20002 kadar air mula % 2.923 penambahan air % 16 18 20 224 penambahan air cc 320 360 400 440
BERAT ISI5berat tanah +cetakan 3400.2 3450.88 3560.12 3567.986 berat cetakan 1893.557 berat tanah basah 1506.65 1557.33 1666.57 1674.438 volume cetakan 955.555389 berat isi basah 1.5767270338638 1.62976425291018 1.74408520414589 1.75231078705245
10 berat isi kering 1.34534132989722 1.37947093408591 1.4513565659165 1.44466847689157KADAR AIR
atas bawah atas bawah atas bawah atas11berat tanah basah + cawan 23.36 24.61 20.06 23.43 23.9 23.47 26.6112tanah kering + cawan 20.39 21.36 17.41 20.16 20.34 19.98 22.313 berat air 2.97 3.25 20.06 3.27 3.56 3.49 4.3114 berat cawan 2.9 2.7 2.49 2.51 2.53 2.83 2.4915 berat tanah kering 17.49 18.66 14.92 17.65 17.81 17.15 19.8116 kadar air 16.98113 17.41693 17.76139 18.52691 19.98877 20.34985 21.7566917 kadar air rata-rata 17.1990333474893 18.1441531415899 20.1693122905696 21.2950109372371
1.87390316036474 1.84129270707718 1.7751007827798 1.74032510959663
0.94512 2.025159 1.125699 3.530272 7.626249
𝛾 ZAV
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
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1.48
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1.52
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1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
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2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
1.2
1.22
1.24
1.26
1.28
1.3
1.32
1.34
1.36
1.38
1.4
1.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
1.8
1.82
1.84
1.86
1.88
1.9
1.92
1.94
1.96
1.98
2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
MOLLsatuanD E
2000 2000 gram2.92 %
22 24 %440 480 cc berat isi kering kadar air
BERAT ISI 1.34534132989722 1.873903 17.199033567.98 3570.16 gram 1.37947093408591 1.841293 18.14415
1893.55 gram 1.4513565659165 1.775101 20.169311674.43 1676.61 gram 1.44466847689157 1.740325 21.29501
955.55538 m3 1.40563845982797 1.639592 24.825281.75231078705245 1.75459218282042 gram1.44466847689157 1.40563845982797 gram
KADAR AIRbawah atas bawah
22.52 24.58 24.68 gram19.07 20.25 20.28 gram
3.45 4.33 4.4 gram2.51 2.53 2.83 gram
16.56 17.72 17.45 gram20.83333 24.43567 25.2149 %
21.2950109372371 24.8252828138441 %1.74032510959663 1.6395915434687
𝛾 ZAV
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
1.2
1.22
1.24
1.26
1.28
1.3
1.32
1.34
1.36
1.38
1.4
1.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
1.8
1.82
1.84
1.86
1.88
1.9
1.92
1.94
1.96
1.98
2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
1.2
1.22
1.24
1.26
1.28
1.3
1.32
1.34
1.36
1.38
1.4
1.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
1.8
1.82
1.84
1.86
1.88
1.9
1.92
1.94
1.96
1.98
2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
1.2
1.22
1.24
1.26
1.28
1.3
1.32
1.34
1.36
1.38
1.4
1.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
1.8
1.82
1.84
1.86
1.88
1.9
1.92
1.94
1.96
1.98
2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
16 16.116.216.316.416.516.616.716.816.917 17.117.217.317.417.517.617.717.817.918 18.118.218.318.418.518.618.718.818.919 19.119.219.319.419.519.619.719.819.920 20.120.220.320.420.520.620.720.820.921 21.121.221.321.421.521.621.721.821.922 22.122.222.322.422.522.622.722.822.923 23.123.223.323.423.523.623.723.823.924 24.124.224.324.424.524.624.724.824.925
1.2
1.22
1.24
1.26
1.28
1.3
1.32
1.34
1.36
1.38
1.4
1.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.62
1.64
1.66
1.68
1.7
1.72
1.74
1.76
1.78
1.8
1.82
1.84
1.86
1.88
1.9
1.92
1.94
1.96
1.98
2
GRAFIK PEMADATAN
berat isi kering Polynomial (berat isi kering) ZAV
Linear (ZAV)
kadar air
𝑾_𝒐𝒑𝒕𝒊𝒎𝒖𝒎=𝟐𝟏,𝟔𝜸_𝒅𝒓𝒚=𝟏,𝟒𝟓
