?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=KORELASI+KUAT+TEKAN+BEBAS+DENGAN+KUAT+GESER+LANGSUNG+PADA+TANAH+LEMPUNG+YANG+DICAMPUR+DENGAN+ZEOLIT&rft.creator=M.+Iqbal+Hermawan%2C+0915011066&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=Penelitian+ini+dilakukan+untuk+mengetahui+pengaruh+pencampuran+antara+zeolit+dan+tanah+lempung+terhadap+kuat+tekan+dan+kuat+geser+tanah.+Hal+ini+dilakukan+karena+jika+mendirikan+struktur+di+atas+tanah+lempung+akan+menimbulkan+beberapa+permasalahan%2C+antara+lain++kecilnya+nilai+kuat+tekan+dan+nilai+kuat+geser+pada+tanah+tersebut.+Oleh+karena+itu%2C+sebelum+dilakukan+pembangunan+struktur+diatas+tanah+tersebut%2C+perlu+dilakukan+stabilisasi+tanah.+Pada+penelitian+ini+dilakukan+stabilisasi+tanah+dengan+menggunakan+campuran+antara+zeolit+dan+tanah+lempung.%0D%0AUntuk+mengetahui+pengaruh+pencampuran+antara+zeolit+dan+tanah+lempung+terhadap+nilai+kuat+tekan+dan+kuat+geser+pada+tanah+lempung+dilakukan+dengan+cara+membuat+variasi+campuran+zeolit+sebesar+6%25%2C+8%25+dan+10%25.+Pencampuran+antara+zeolit+dan+tanah+lempung+ini+dilakukan+dengan+lama+pemeraman+14+hari.+Pengujian+yang+dilakukan+meliputi+pengujian+sifat+fisik+tanah+lempung+baik+tanah+asli+maupun+tanah+yang+telah+dicampur+dengan+zeolit%2C+dan+pengujian+mekanik+yang+meliputi+pengujian+pemadatan+standar%2C+pengujian+kuat+tekan+bebas+dan+pengujian+kuat+geser+langsung.%0D%0ABerdasarkan+hasil+penelitian+ini+dapat+dilihat+peningkatan+nilai+kuat+tekan+tanah+lempung+sebesar+94%2C5%25+yaitu+dari+0%2C2975kg%2Fcm2+menjadi+0%2C5787kg%2Fcm2%2C+dan+penigkatan+nilai+kohesi+tanah+sebesar+54%2C17%25+dari+0%2C24kg%2Fcm2+menjadi+0%2C36+kg%2Fcm2%2C+serta+peningkatan+nilai+kuat+geser+maksimum++sebesar+43%2C89%25+dari+0%2C4754kg%2Fcm2+menjadi+0%2C6841kg%2Fcm2%2C+Setelah+tanah+dicampurkan+dengan+zeolit+pada+penambahan+maksimal+10%25.+Dari+nilai+tersebut+dapat+disimpulkan%2C+kuat+tekan+serta+kuat+geser+tanah+semakin+meningkat+seiring+ditambahkannya+persentase+campuran+zeolit%2C+meskipun+peningkatan+yang+terjadi+pada+nilai+kuat+tekan+bebas+dan+kuat+geser+langsungnya+tidak+sama+besar.%0D%0A%0D%0AThis+research+was+conducted+to+determine+the+effect+between+zeolite+and+clay+of+compressive+strength+and+shear+strength.+Construction+founded+on+clay+will+cause+some+impact%2C+such+as+lack+of+compressive+strength+and+shear+strength.+Therefore%2C+before+the+construction+of+structures+on+the+clay%2C+the+clay+must+be+stabilized+first.+In+this+research%2C+soil+stabilization+using+zeolite.%0D%0A%0D%0ATo+determine+how+much+increase+the+compressive+strength+and+shear+strength+of+the+clay+stabilization+with+zeolite%2C+research+using+variations+the+zeolite+of+6%25+%2C+8%25+and+10%25%2C+with+ripening+period+until+14+days.+This+research+was+conducted+of+standard+compaction+test%2C+unconfined+compressive+test+and+direct+shear+test.%0D%0A%0D%0ABased+on+the+results+of+this+research+there+was+an+increase+in+the+compressive+strength+of+clay+by+94%2C5%25+from+0%2C2975kg%2Fcm2+be+0%2C5787kg%2Fcm2%2C+and+improving+the+clay+cohesion+of+54%2C17%25+from+0.24kg%2Fcm2+be+0%2C36kg%2Fcm2%2C+and+the+increase+in+the+maximum+shear+strength+of+43%2C89%25+of+0.4754kg%2Fcm2+be+0%2C6841kg%2Fcm2%2C+the+additon+of+zeolite+until+10%25.+From+these+values+it+can+be+concluded%2C+compressive+strength+and+shear+strength+increases+as+a+percentage+addition+of+zeolite%2C+although+the+increase+that+occurred+in+the+unconfined+compressive+strength+and+direct+shear+strength+is+not+as+great.%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2015-02-06&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F1%2F1.%2520COVER.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F2%2F2.%2520ABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F3%2F3.%2520ABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F4%2F4.%2520COVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F5%2F5.%2520LEMBAR%2520PERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F6%2F6.%2520LEMBAR%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F7%2F7.%2520SURAT%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F8%2F8.%2520RIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F9%2F9.%2520MOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F10%2F10.%2520HALAMAN%2520PERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F11%2F11.%2520SANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F124%2F12.%2520DAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7453%2F13%2F13.%2520DAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdig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