?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+DAYA+DUKUNG+PONDASI+BORED+PILE+PADA+GEDUNG%0D%0ABERTINGKAT+TERPADU+DI+PELABUHAN+TARAHAN%0D%0ABANDAR+LAMPUN&rft.creator=ELVIRA+INDRYANA%2C+1015011044&rft.subject=+&rft.description=abstrak+b.indonesia%0D%0APada+suatu+pekerjaan+konstruksi%2C+pondasi+memiliki+peran+penting+untuk%0D%0Amenempatkan+bangunan+dan+meneruskan+beban+yang+disalurkan+dari+struktur+atas%0D%0Akedalalam+lapisan+tanah+yang+keras.+Pada+pelaksanaan+proyek+Pembangunan%0D%0AGedung+Kantor+Terpadu+PT.+Bukit+Asam+(Pesero).+Tbk+Unit+Pelabuhan+Tarahan%0D%0ABandar+Lampung+menggunakan+jenis+pondasi+dalam+tipe+pondasi+bored+pile.%0D%0APenelitian+ini+mengkonsentrasikan+pada+pada+peninjauan+kapastas+daya+dukung%0D%0Apondasi+bored+pile%2C+mengetahui+stabilitas+pondasi+bored+pile%2C+dan+sebagai%0D%0Aperbandingan+antara+hasil+analisis+secara+manual+dengan+hasil+Pile+Driving%0D%0AAnalyzer+Test+(PDA).%0D%0AProses+analisis+menggunakan+data+sekunder+berupa+gambar+struktur%0D%0Aproyek%2C+hasil+Standard+Penetration+Test+(SPT)+dan+hasil+Pile+Driving+Analyzer%0D%0ATest+(PDA).+Perhitungan+dimulai+dari+menganalisis+pembebanan+dengan+Program%0D%0ASAP+2000%2C+menghitung+kapasitas+daya+dukung+dengan+data+penyelidikan+tanah%2C%0D%0Amelakukan+perbandingan+hasil+analisis+dengan+hasil+pengujian+di+lapangan%2C+dan%0D%0Amenganalisis+stabilitas+pondasi+dengan+menghitung+penurunan+pondasi+bored+pile.%0D%0APerhitungan+daya+dukung+pondasi+menggunakan+metode+Meyerhoff.%0D%0APondasi+bored+pile+dengan+diameter+60+cm+memiliki+daya+dukung+ultimit+sebesar%0D%0A2600%2C9667+kN%2C+sedangkan+pada+hasil+PDA+Test+kapasitas+dukung+ultimit+sebesar%0D%0A3792+kN.+Oleh+karena+itu+nilai+yang+didapat+dari+perhitungan+masih+memenuhi%0D%0Asyarat+batas+toleransi+dan+pondasi+aman+untuk+konstruksi+bangunan.+Pondasi%0D%0Abored+pile+tidak+mengalami+penurunan+yang+besar+sehingga+aman+untuk+stabilitas%0D%0Apondasi+bored+pile+tersebut.%0D%0AKata+kunci+%3A+bored+pile%2C+daya+dukung%2C+PDA%0D%0Ab.inggris%0D%0AAt+a+civil+construction%2C+the+foundation+has+an+important+role+to+build+up%0D%0Aand+transfer+the+upperstructure+load+to+the+ground+support.+In+the+implementation%0D%0Aof+the+Integrated+Office+Building+Development+projects+of+PT.+Bukit+Asam%0D%0A(Persero).+Tbk+Tarahan+Port+Unit+of+Bandar+Lampung+is+used+the+kind+of+deep%0D%0Afoundation%2C+which+type+is+bored+pile+foundation.+This+study+concentrates+on+the%0D%0Areview+of+the+bearing+capacity+of+bored+pile+foundation%2C+determine+the+stability+of%0D%0Abored+pile+foundation%2C+and+as+a+comparison+between+the+results+of+the+analysis%0D%0Amanually+with+the+Pile+Driving+Analyzer+(PDA)+Test+results.%0D%0AProcess+analysis+using+secondary+data+consist+of+shop+drawing+project%2C+the%0D%0Aresults+of+the+Standard+Penetration+Test+(SPT)+and+the+results+of+Pile+Driving%0D%0AAnalyzer+(PDA)+Test.+The+calculation+starts+from+analyzing+loading+with+SAP%0D%0A2000+program%2C+calculate+the+bearing+capacity+of+the+soil+investigation+data%2C+make%0D%0Acomparisons+with+the+results+of+the+analysis+of+the+test+results+on+the+pitch%2C+and+to%0D%0Aanalyze+foundation+stability+by+calculating+the+settlement+in+bored+pile+foundation.%0D%0AFoundation+bearing+capacity+calculations+using+Meyerhoff+method.+Bored%0D%0Apile+foundation+with+60+cm+diameter+has+the+ultimate+bearing+capacity+of%0D%0A2600.9667+kN%2C+while+the+outcome+of+ultimate+bearing+capacity+of+a+PDA+Test+of%0D%0A3792+kN.+Therefore%2C+the+value+obtained+from+the+calculation+of+tolerance+limits%0D%0Astill+qualify+and+secure+foundation+for+building+construction.+Bored+pile%0D%0Afoundation+were+not+causes+large+settlement+so+it+is+safe+for+the+bored+pile%0D%0Afoundation+stability.%0D%0AKeywords+%3A+bored+pile%2C+bearing+capacity%2C+PDA&rft.publisher=Fakultas+Teknik&rft.date=2014-09-09&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F1%2FABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F2%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F3%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F4%2FMENYETUJUI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F5%2FMENGESAHKAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F6%2FSURAT%2520PERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F7%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F8%2FPERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F9%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F10%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F11%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5319%2F12%2FBAB%2520I.pdf&rft.format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