?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+DAYA+DUKUNG+PONDASI+TIANG%0D%0ABERDASARKAN+DATA+SPT+DAN+PDA+TEST+PADA+KONSTRUKSI+TANGKI+MINYAK&rft.creator=Pompina+Manullang%2C+1015011068&rft.subject=+&rft.description=ABSTRAK%0D%0A%0D%0APondasi+adalah+suatu+bagian+dari+konstruksi+bangunan+yang+bertugas+meletakkan+bangunan+dan+meneruskan+beban+bangunan+atas+ke+dasar+tanah+yang+cukup+kuat+mendukungnya.+Pada+penelitian+ini%2C+jenis+pondasi+yang+digunakan+adalah+pondasi+tiang+yaitu+tiang+pancang+dan+tiang+bor%2C+serta+struktur+atas+berupa+tangki+minyak.%0D%0AProses+analisis+menggunakan+data+sekunder+berupa+boring+log+Standard+Penetration+Test+(SPT)+dan+hasil+Pile+Driving+Analyzer+Test+(PDA).+Perhitungan+dimulai+dari+menganalisis+pembebanan+dengan+Program+SAP+2000%2C+menghitung+kapasitas+daya+dukung+dengan+data+penyelidikan+tanah%2C+melakukan+perbandingan+hasil+analisis+dengan+hasil+pengujian+di+lapangan%2C+dan+menganalisis+stabilitas+pondasi+dengan+menghitung+penurunan+pondasi.%0D%0APerhitungan+daya+dukung+pondasi+menggunakan+metode+Meyerhoff.+Dengan+diameter+60+cm%2C+pondasi+tiang+pancang+memiliki+daya+dukung+ultimit+sebesar+805%2C232+kN+dan+tiang+bor+sebesar+684%2C225+kN.+Pada+PDA+Test+daya+dukung+ultimit+didapat+sebesar+3.638+kN.+Oleh+karena+itu+nilai+yang+didapat+dari+perhitungan+tidak+melebihi+batas+dan+pondasi+aman+untuk+digunakan.+Pondasi+tiang+tidak+mengalami+penurunan+yang+besar+sehingga+memiliki+stabilitas+yang+aman.%0D%0AKata+kunci+%3A+tiang+pancang%2C+tiang+bor%2C+daya+dukung%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AFoundation+is+a+part+of+construction+that+used+to+build+up+and+transfer+the+upperstructure+load+to+the+ground+support.+In+this+research%2C+the+type+of+foundation+that+used+are+driven+pile+and+bored+pile%2C+then+the+upperstructure+is+oil+tank.%0D%0AThe+process+of+analysis+used+secondary+data+from+Standard+Penetration+Test+(SPT)+boring+log+and+the+results+of+Pile+Driving+Analyzer+Test+(PDA).+The+calculation+started+from+analysed+the+loading+with+SAP+2000+programme%2C+calculated+bearing+capacity+from+soil+investigation+data%2C+made+comparisons+between+the+results+of+the+analysis+with+the+field+test%2C+and+analysed+foundation+stability+with+calculated+the+settlement+foundation.%0D%0AThe+calculation+of+bearing+capacity+foundation+used+Meyerhoff+method.+With+the+diameter+60+cm%2C+driven+pile+foundation+has+bearing+capacity+ultimate+805%2C232+kN+and+bored+pile+684%2C225+kN.+From+PDA+Test+bearing+capacity+ultimate+obtained+3.638+kN.+Therefore%2C+the+bearing+capacity+ultimate+obtained+from+the+calculation+did+not+exceed+the+limit+from+PDA+Test+so+the+foundation+safe+to+used.+Pile+foundation+did+not+experience+big+settlement+so+it+has+safe+stability.%0D%0AKeywords%3A+driven+pile%2C+bored+pile%2C+bearing+capacity&rft.publisher=Fakultas+Teknik&rft.date=2014-10-20&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F1%2FCOVER%2520LUAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F2%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F3%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F4%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F5%2FLEMBAR%2520PERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F6%2FLEMBAR%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F7%2FLEMBAR%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F8%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F9%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F10%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F11%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F12%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F13%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F14%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F15%2FDAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F16%2FBAB%25201.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F17%2FBAB%2520II.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F18%2FBAB%2520III.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F19%2FBAB%2520IV.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F20%2FBAB%2520V.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F4386%2F21%2FDAFTAR%2520PUSTAKA.pdf&rft.identifier=++Pompina+Manullang%2C+1015011068++(2014)+STUDI+DAYA+DUKUNG+PONDASI+TIANG+BER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