?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=TINJAUAN+DAYA+DUKUNG+TANAH+PADA+PONDASI+TIANG+PANCANG+PEMBANGUNAN+PLTU+LAMPUNG+2x100+MW+DESA+TARAHAN+KABUPATEN+LAMPUNG+SELATAN&rft.creator=IRENE+ANNE+ELFIANI+AGUNG%2C+0645011044&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=ABSTRAK%0D%0A%0D%0APondasi+tiang+termasuk+dalam+salah+satu+kategori+dari+pondasi+dalam.+Pondasi+tiang%2C+digunakan+untuk+tanah+pondasi+pada+kedalaman+yang+normal+tidak+mampu+mendukung+bebannya+dan+tanah+keras+terletak+pada+kedalaman+yang+sangat+dalam.+Kapasitas+daya+dukung+pondasi+tiang+didapatkan+dari+daya+dukung+ujung+(end+bearing+capacity)+yang+diperoleh+dari+tekanan+ujung+tiang+dan+daya+dukung+geser+atau+selimut+(friction+bearing+capacity)+yang+diperoleh+dari+daya+dukung+gesek+atau+gaya+adhesi+antara+pondasi+tiang+dan+tanah+sekelilingnya.%0D%0A%0D%0AUntuk+mendapatkan+nilai+daya+dukung%2C+dilakukan+pengumpulan+data+tanah+dan+data+struktur+terlebih+dahulu.+Dari+data+yang+terkumpul+akan+mendapatkan+perhitungan+daya+dukung+tanah+dengan+menggunakan+perhitungan+beberapa+metode.+%0D%0A%0D%0APada+perhitungan+daya+dukung+ujung+tiang+dapat+menggunakan+metode+Mayerhof+dimana+didapat+nilai+sebesar+348%2C5085+ton%2C+metode+Terzaghi+didapat+nilai+sebesar+306%2C4934+ton%2C+dan+metode+Vesic+sebesar+356%2C6522+ton.+Sedangkan+pada+perhitungan+daya+dukung+friksi+penulis+menggunakan+metode+%CE%B1-Tomlinson+didapat+nilai+sebesar+1264%2C4897+ton%2C+metode+%CE%BB-Vijayvergiya+%26+Foch+sebesar+1098%2C5920+ton%2C+dan+metode+%CE%B2-Burland+sebesar+1123%2C2058.+Perbedaan+masing+-++masing+perhitungan+disebabkan+oleh+perbedaan+nilai+koefisien+yang+berbeda+%E2%80%93+beda+dalam+tiap+metode.%0D%0A%0D%0AKata+kunci+%3A+Daya+Dukung%2C+Pondasi+Tiang%0D%0A+%0D%0A+%0D%0A%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A+%0D%0APile+included+in+one+of+the+categories+of+deep+foundations.+Piles%2C+used+for+the+soil+foundation+at+a+depth+that+is+normally+not+capable+of+supporting+its+load+and+hard+ground+lies+at+a+depth.+Bearing+capacity+of+pile+derived+from+the+tip+(end+bearing+capacity)+and+bearing+capacity+is+obtained+from+pressure+bearing+capacity+of+the+pile+and+sliding+or+blanket+(frictionbearing+capacity)++from+the+carrying+capacity+of+the+friction+or+adhesion+force+between+the+pile+and+the+surrounding+soil.%0D%0A+%0D%0ATo+get+the+value+of+carrying+capacity%2C+ground+data+collection+and+data+structure+must+be+obtained+first.+From+the+data+collected+will+get+the+soil+bearing+capacity+calculations+using+several+methods+of+calculation.%0D%0A+%0D%0AIn+the+calculation+of+bearing+capacity+of+the+pile+can+be+obtained+using+methods+Mayerhof+where+348.5085+tons%2C+Terzaghi+method+obtained+a+value+of+306.4934+tons%2C+and+Vesic+method+of+356.6522+tons.+While+the+authors+friction+bearing+capacity+calculations+using+%CE%B1-+Tomlinson+obtained+a+value+of+1264.4897+tons%2C+the+method+%CE%BB-Vijayvergiya+%26+Foch+of+1098.5920+tons%2C+and+%CE%B2-Burland+method+of+1123.2058.+Differences+each+caused+by+different+calculation+coefficient+wheter+values+are+different+in+each+method.%0D%0A+%09%0D%0AKeywords%3A+Bearing+Capacity%2C+Pile+Foundations%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2015-01-19&rft.type=Skripsi&rft.type=PeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F2%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F3%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F22%2FHALAMAN%2520PERSETUJUAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F9%2FHALAMAN%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F10%2FHALAMAN%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F15%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F14%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F13%2FMOTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F16%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F6%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F5%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F8%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F7%2FDAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F17%2FBAB%2520I.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F18%2FBAB%2520II.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F19%2FBAB%2520III.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7370%2F20%2FBAB%2520IV.pdf&rft.format=text&rft.identifier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