?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=Komparasi+Nilai+Daya+Dukung+Tanah+Lempung+Ditinjau+Dari+Hasil+Uji+Skala+Penetrasi+Konus+Dinamis%2C+Uji+Cbr+Laboratorium+Dan+Uji+Kuat+Tekan+Bebas&rft.creator=Achmad+Satria+Nursar%2C+0715011027&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=ABSTRAK%0D%0A%0D%0ADaya+dukung+tanah+dapat+ditentukan+dengan+beberapa+macam+uji%2C+yang+dapat+menghasilkan+hasil+uji+yang+berbeda+untuk+benda+uji+yang+sama+sesuai+dengan+karakteristik+peralatan+uji+tersebut+dan+target+utama+hasil+uji+dari+masing-masing+peralatan+dalam+penentuan+parameter+tanah.+Penelitian+ini+bertujuan+untuk+membandingkan+karakteristik+daya+dukung+tanah+yang+diperoleh+dari+pengujian+DCP+(Skala+Penetrasi+Konus+Dinamis)%2C+pengujian+CBR+Laboratorium+dan+pengujian+UCS+(Kuat+Tekan+Bebas).%0D%0A%0D%0ASampel+tanah+yang+diuji+pada+penelitian+ini+berasal+dari+Desa+Margakaya+dan+Desa+Palputih%2C+Kecamatan+Jati+Agung%2C+Lampung+Selatan+serta+Desa+Blimbing+Sari%2C+Kecamatan+Jabung%2C+Lampung+Timur.+Sampel+tanah+untuk+pengujian+CBR+Laboratorium+dibuat+dengan+pemadatan.+Sedangkan+sampel+tanah+untuk+pengujian+UCS+adalah+tanah+tak+terganggu+dan+sampel+remoulded.%0D%0A%0D%0AHasil+penelitian+menunjukkan+nilai+CBR+hasil+uji+DCP+lebih+besar+dari+hasil+uji+CBR+Laboratorium+dengan+selisih+kurang+dari+1%25.+Nilai+CBR+berbanding+lurus+dengan+kuat+tekan+tanahnya.+Sedangkan+nilai+DCPI+hasil+uji+DCP+berbanding+terbalik+dengan+nilai+CBR+design+dan+kuat+tekan+tanahnya.+%0D%0A%0D%0AKata+kunci+%3A+California+Bearing+Ratio%2C+DCPI%2C+kuat+tekan%2C+tanah+lempung%0D%0A%0D%0A%0D%0A%0D%0AABASTRACT%0D%0A%0D%0ASoil+bearing+capacity+could+be+determined+with+several+kind+of+test%2C+that+could+produce+different+test+result+for+same+sample+in+accordance+to+characteristics+of+test+equipment+and+main+objectives+of+each+test+equipment+in+determining+soil+parameters.+This+research+aimed+to+compare+characteristics+of+soil+bearing+capacity+that+obtained+from+between+DCP+(Dynamic+Cone+Penetrometer)+test%2C+Laboratory+CBR+test%2C+and+UCS+(Unconfined+Compressive+Strength)+test.%0D%0A%0D%0AThe+soil+sample+which+tested+on+this+research+was+from+Margakaya+village+and+Palputih+village%2C+District+of+Jati+Agung%2C+South+Lampung+and+Blimbing+Sari+village%2C+District+of+Jabung%2C+East+Lampung.+Soil+sample+for+Laboratory+CBR+test+was+made+by+compaction.+Meanwhile%2C+soil+samples+for+UCS+test+was+undisturbed+soil+and+remoulded+sample.%0D%0A%0D%0AThe+result+of+research+showed+that+the+CBR+value+of+DCP+test+result+was+greater+than+the+Laboratory+CBR+test+result+by+margin+less+than+1%25.+The+CBR+value+was+directly+proportional+to+the+compressive+strength+of+its+soil.+Meanwhile%2C+the+DCPI+value+of+DCP+test+result+was+inversely+proportional+to+the+design+CBR+value+and+the+compressive+strength+of+its+soil.+%0D%0A%0D%0AKata+kunci+%3A+California+Bearing+Ratio%2C+clay%2C+compressive+strength%2C+DCPI%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2015-02-27&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F1%2F1.%2520COVER%2520LUAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F2%2F2.%2520ABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F3%2F3.%2520ABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F4%2F4.%2520COVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F5%2F5.%2520HALAMAN%2520PERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F6%2F6.%2520HALAMAN%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F7%2F7.%2520HALAMAN%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F8%2F8.%2520DAFTAR%2520RIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F9%2F9.%2520PERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F10%2F10.%2520MOTTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F11%2F11.%2520SANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F13%2F12.%2520DAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F14%2F13.%2520DAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F15%2F14.%2520DAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F16%2F15.%2520DAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F17%2FBAB%2520I.%2520PENDAHULUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F18%2FBAB%2520II.%2520TINJAUAN%2520PUSTAKA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F19%2FBAB%2520III.%2520METODOLOGI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F20%2FBAB%2520IV.%2520HASIL%2520DAN%2520PEMBAHASAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F21%2FBAB%2520V.%2520PENUTUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F22%2FDAFTAR%2520PUSTAKA.pdf&rft.identifier=++Achmad+Satria+Nursar%2C+0715011027++(2015)+Komparasi+Nilai+Daya+Dukung+Tanah+Lempung+Ditinjau+Dari+Hasil+Uji+Skala+Penetrasi+Konus+Dinamis%2C+Uji+Cbr+Laboratorium+Dan+Uji+Kuat+Tekan+Bebas.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F8784%2F