2.3412 KESIMPULAN DAN SARAN PENGARUH PENAMBAHAN SEMEN DAN SERAT SABUT KELAPA TERHADAP PARAMETER GESER TANAH BERBUTIR HALUS.

Fakultas Teknik Program Studi Teknik Sipil Laboratorium Penyelidikan Tanah Jl. Babarsari No.44 Yogyakarta 55281 Indonesia Kotak Pos 10866 Telp. +62-274-565411 Pesawat 2052. Fax +62-274-487746 480 0.480 0.0347 0.9653 38.9151 1540 68.83 1.7687 500 0.500 0.0361 0.9639 38.9734 1625 72.65 1.8641 520 0.520 0.0375 0.9625 39.0319 1690 75.47 1.9335 540 0.540 0.0390 0.9610 39.0905 1770 78.95 2.0197 560 0.560 0.0404 0.9596 39.1494 1850 82.41 2.1050 580 0.580 0.0419 0.9581 39.2084 1915 85.22 2.1735 600 0.600 0.0433 0.9567 39.2675 1990 88.45 2.2525 620 0.620 0.0448 0.9552 39.3269 2050 91.17 2.3183 640 0.640 0.0462 0.9538 39.3864 2060 91.61 2.3259 660 0.660 0.0477 0.9523 39.4462 2075 92.27 2.3391 680 0.680 0.0491 0.9509 39.5061 2080

92.49 2.3412

700 0.700 0.0505 0.9495 39.5662 2030 90.3 2.2823 Fakultas Teknik Program Studi Teknik Sipil Laboratorium Penyelidikan Tanah Jl. Babarsari No.44 Yogyakarta 55281 Indonesia Kotak Pos 10866 Telp. +62-274-565411 Pesawat 2052. Fax +62-274-487746 PENGUJIAN TEKAN BEBAS TANAH + SEMEN 9 Proyek : Skripsi Lokasi : Lab. Penyelidikan Tanah UAJY D = 6.502 cm A = 33.2035 cm 2 L = 13.81cm Volume = 458.54 cm 3 Berat = 764 gr Y b = 1.6662 Perubahan Tinggi Luas Penampang cross-section area Beban Tekanan Q Angka Dial Vertikal ΔL cm ε Regangan strain Koreksi Luas Terkoreksi A cm 2 Angka Dial Beban Beban P kg P A a a x 10 -3 ΔL L d = 1 - ε e = A d f g h 0.000 0.0000 1.0000 33.2035 0.0000 20 0.020 0.0014 0.9986 33.2517 80 3.66 0.1101 40 0.040 0.0029 0.9971 33.2999 160 7.32 0.2198 60 0.060 0.0043 0.9957 33.3484 235 10.74 0.3221 80 0.080 0.0058 0.9942 33.3970 310 14.12 0.4228 100 0.100 0.0072 0.9928 33.4457 360 16.36 0.4892 120 0.120 0.0087 0.9913 33.4945 410 18.59 0.5550 140 0.140 0.0101 0.9899 33.5435 465 21.03 0.6269 160 0.160 0.0116 0.9884 33.5927 540 24.32 0.7240 180 0.180 0.0130 0.9870 33.6420 610 27.36 0.8133 200 0.200 0.0145 0.9855 33.6914 690 30.84 0.9154 220 0.220 0.0159 0.9841 33.7410 740 33.09 0.9807 240 0.240 0.0174 0.9826 33.7907 815 36.45 1.0787 260 0.260 0.0188 0.9812 33.8406 890 39.82 1.1767 280 0.280 0.0203 0.9797 33.8906 940 42.16 1.2440 300 0.300 0.0217 0.9783 33.9408 1030 46.23 1.3621 320 0.320 0.0232 0.9768 33.9911 1080 48.48 1.4263 340 0.340 0.0246 0.9754 34.0416 1105 49.61 1.4573 360 0.360 0.0261 0.9739 34.0922 1155 51.84 1.5206 380 0.380 0.0275 0.9725 34.1430 1200 53.8 1.5757 400 0.400 0.0290 0.9710 34.1939 1250 55.97 1.6368 420 0.420 0.0304 0.9696 34.2450 1320 59 1.7229 440 0.440 0.0319 0.9681 34.2962 1365 60.98 1.7780 Fakultas Teknik Program Studi Teknik Sipil Laboratorium Penyelidikan Tanah Jl. Babarsari No.44 Yogyakarta 55281 Indonesia Kotak Pos 10866 Telp. +62-274-565411 Pesawat 2052. Fax +62-274-487746 460 0.460 0.0333 0.9667 34.3476 1430 63.89 1.8601 480 0.480 0.0348 0.9652 34.3991 1485 66.36 1.9291 500 0.500 0.0362 0.9638 34.4508 1530 68.38 1.9849 520 0.520 0.0377 0.9623 34.5027 1570 70.25 2.0361 540 0.540 0.0391 0.9609 34.5547 1655 73.95 2.1401 560 0.560 0.0406 0.9594 34.6068 1720 76.78 2.2186 580 0.580 0.0420 0.9580 34.6591 1775 79.16 2.2840 600 0.600 0.0434 0.9566 34.7116 1840 81.98 2.3617 620 0.620 0.0449 0.9551 34.7642 1900 84.57 2.4327 640 0.640 0.0463 0.9537 34.8170 1970 87.59 2.5157 660 0.660 0.0478 0.9522 34.8700 2050 91.17 2.6146 680 0.680 0.0492 0.9508 34.9231 2090 92.92 2.6607 700 0.700 0.0507 0.9493 34.9764 2110 93.8 2.6818 720 0.720 0.0521 0.9479 35.0298 2130 94.67 2.7026 740 0.740 0.0536 0.9464 35.0834 2140

95.11 2.7110