?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=KORELASI+PARAMETER+KEKUATAN+GESER+TANAH+DENGAN+MENGGUNAKAN+UJI+TRIAKSIAL+DAN+UJI+GESER+LANGSUNG+PADA+TANAH+LEMPUNG+SUBSTITUSI+PASIR%0D%0A&rft.creator=Syahreza+Nurdian%2C+0915011088&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=Penelitian+ini+bertujuan+untuk+mendapatkan+hubungan+(korelasi)+antara+parameter+kuat+geser+tanah+yang+dihasilkan+dari+pengujian+Triaksial+Unconsolidated+Undrained+dan+pengujian+kuat+geser+langsung.+Hasil+pengujian+dianalisis+dengan+menggunakan+analisis+regresi+linier+berganda+antara+hasil+pengujian+Triaksial+Unconsolidated+Undrained%2C+hasil+pengujian+kuat+geser+langsung%2C+dan+sifat+fisis+tanah+campuran+sehingga+didapatkan+persamaan+sederhana+untuk+memperkirakan+parameter+kuat+geser+tanah+berdasarkan+hasil+pengujian+Triaksial+Unconsolidated+Undrained%2C+hasil+pengujian+kuat+geser+langsung%2C+dan+sifat+fisis+tanah+campuran.%0D%0A%0D%0ADengan+menggunakan+analisis+regresi+linier+berganda%2C+didapatkan+korelasi+parameter+kuat+geser+(c+dan+%CF%95)+antara+hasil+pengujian+triaksial%2C+pengujian+geser+langsung%2C+dan+sifat-sifat+fisik+tanah.+Nilai+kohesi+hasil+pengujian+triaksial+lebih+besar+1%2C1+%E2%80%93+1%2C3kg%2Fcm2+daripada+nilai+kohesi+uji+geser+langsung+untuk+kondisi+basah+dengan+selisih+rata-rata+1%2C26kg%2Fcm2+dan+0%2C7+%E2%80%93+0%2C9kg%2Fcm2+untuk+kondisi+kering+dengan+selisih+rata-rata+0%2C892kg%2Fcm2.+Sedangkan+nilai+sudut+geser+hasil+pengujian+geser+langsung+untuk+kondisi+basah+lebih+besar+24o+%E2%80%93+42o+daripada+sudut+geser+uji+triaksial+dengan+selisih+rata-rata+35%2C138o+dan+untuk+kondisi+kering+lebih+besar+1%2C7o+%E2%80%93+19%2C7o+daripada+sudut+geser+uji+triaksial+dengan+selisih+rata-rata+11%2C56o.%0D%0A%0D%0A%0D%0A%0D%0AThis+study+aims+to+get+the+relationship+(correlation)+between+the+shear+strength+parameters+obtained+from+unconsolidated+undrained+triaxial+test+and+direct+shear+test.+The+test+results+were+analyzed+using+multiple+linear+regression+analysis+between+the+results+of+unconsolidated+undrained+triaxial+tests%2C+the+results+of+direct+shear+test%2C+and+physical+properties+of+the+soil+mixture+to+obtain+a+simple+equation+to+estimate+the+shear+strength+parameters+based+on+the+results+of+unconsolidated+undrained+triaxial+test%2C+results+of+direct+shear+test%2C+and+physical+properties+of+the+mixed+soil.%0D%0A%0D%0ABy+using+multiple+linear+regression+analysis%2C+correlation+shear+strength+parameters+(c+and+%CF%95)+between+the+results+of+triaxial%2C+direct+shear+test%2C+and+physical+properties+of+soil+tests+is+obtained.+The+Cohesion+value+of+triaxial+test+results+are+bigger+1.1+to+1.3+kg%2Fcm2+than+the+value+of+cohesion+direct+shear+test+for+wet+conditions+with+an+average+difference+of+1%2C26kg+%2Fcm2+and+0.7+%E2%80%93+0%2C9kg%2Fcm2+for+dry+conditions+with+average+differences+0%2C892kg%2Fcm2.+While+the+value+of+the+angle+of+internal+friction+of+direct+shear+test+results+for+wet+conditions+are+bigger+24o+-+42o+than+the+angle+of+internal+friction+of+triaxial+test+with+average+differences+35%2C138o+and+for+dry+conditions+is+bigger+1%2C7-19%2C7o+than+the+angle+of+internal+friction+of+triaxial+test+with+an+average+difference+of+11%2C56o.%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2015-02-23&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F1%2FCOVER.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F2%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F3%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F4%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F5%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F7%2FHALAMAN%2520PERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F9%2FLEMBAR%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F8%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F10%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F80%2FLEMBAR%2520MENYETUJUI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F81%2FSURAT%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F11%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F12%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F13%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F14%2FDAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F15%2FBAB%25201.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7600%2F18%2FBAB%25202.pdf&rft.format=text&rft.identifier=http%3A%2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