?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+TANAH+LEMPUNG+BERPLASTISITAS+TINGGI+DENGAN+BAHAN+ADDITIVE+ZEOLIT+PADA+UJI+CBR+DAN+UJI+GESER+LANGSUNG&rft.creator=DEDI+SUSANTO%2C+0915011007&rft.subject=Q+Science+(General)&rft.description=Penelitian+ini+dilakukan+untuk+mengetahui+pengaruh+pencampuran+antara+zeolit+dan+tanah+lempung+terhadap+nilai+cbr+dan+kuat+geser+tanah.+Hal+ini+dilakukan+karena+jika+mendirikan+struktur+di+atas+tanah+lempung+akan+menimbulkan+beberapa+permasalahan%2C+antara+lain+kecilnya+nilai+CBR+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+CBR+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+dan+pemeraman+selama+4+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+CBR+dan+pengujian+kuat+geser+langsung.%0D%0ABerdasarkan+hasil+penelitian%2C+penambahan+zeolit+dengan+masa+pemeraman+dan+perendaman+dapat+meningkatkan+nilai+CBR.+Nilai+CBR+tertinggi+didapat+pada+sampel+tanah+lempung+dengan+campuran+zeolit+10+%25+dan+peningkatan+nilai+kuat+geser+maksimum+setelah+tanah+dicampurkan+dengan+zeolit+pada+penambahan+maksimal+10%25.+Nilai+CBR+dan+kuat+geser+tanah+semakin+meningkat+seiring+ditambahkannya+persentase+pada+campuran.%0D%0AKata+kunci+%3ATanah+Lempung%2C+Zeolit%2C+CBR%2C+Kuat+Geser+Tanah%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A%0D%0ATHE+EFFECT+OF+HIGH+PLASTICITY+CLAY+WITH+ZEOLITE+ADDITIVE+ON+CBR+TEST+AND+DIRECT+SHEAR+TEST%0D%0A%0D%0AThis+study+was+conducted+to+determine+the+effect+of+mixing+between+the+zeolite+and+the+clay+against+the+cbr+value+and+soil+shear+strength.+This+is+done+because+if+the+structures+build+over+the+clay+will+cause+some+problems%2C+among+others%2C+the+small+value+of+CBR+and+shear+strength+value+on+the+soil.+Therefore%2C+prior+to+the+construction+of+structures+on+the+land%2C+soil+stabilization+needs+to+be+done.+On+this+research%2C+soil+stabilization+using+a+mixture+of+zeolite+and+clay.%0D%0ATo+determine+the+effect+of+mixing+between+the+zeolite+and+the+clay+against+the+value+of+CBR+and+shear+strength+on+clay+is+done+by+varying+the+zeolite+mixture+of+6%25%2C+8%25%2C+10%25.+Mixing+between+the+zeolite+and+the+clay+is+done+with+a+long+ripening+14+days+and+ripening+for+4+days.+Testing+was+conducted+on+the+physical+properties+of+clay+soil+testing+both+native+soil+and+soil+that+has+been+mixed+with+zeolite%2C+and+mechanical+testing+that+includes+standard+compaction+test%2C+CBR+test+and+direct+shear+strength+test.%0D%0ABased+on+the+research+results%2C+the+addition+of+zeolites+with+curing+and+immersion+time+can+increase+the+value+of+CBR.+The+highest+value+obtained+on+the+sample+CBR+clay+with+a+mixture+of+10%25+and+increasing+the+maximum+shear+strength+value+after+the+soil+is+mixed+with+zeolite+in+the+addition+of+a+maximum+of+10%25.+The+value+of+CBR+and+shear+strength+increases+with+the+addition+of+a+percentage+in+the+mixture.%0D%0AKey+words%3A+Clay+Soil%2C+Zeolite%2C+CBR%2C+Soil+Shear+Strength&rft.publisher=Fakultas+Tehnik&rft.date=2015-08-27&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F1%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F2%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F3%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F4%2FCOVER%2520LUAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F5%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F6%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F7%2FDAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F8%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F9%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F10%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F11%2FPENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F12%2FPERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F13%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F15706%2F14%2FPERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigi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