?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PERENCANAAN+SHEET+PILE+DENGAN+MENGGUNAKAN+PROGRAM+PLAXIS%0D%0A(Study+Kasus+%3A+Jalan+Padang+Tambak+%E2%80%93+Liwa+KM.227%2B400)+&rft.creator=M.+NAUFAL+AGATHA%2C+1215011065&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=ABSTRACT%0D%0A%0D%0ASoil+landslide+is+one+of+the+most+common+in+the+field+of+Geotechnical+due+to+increased+shear+stress+of+a+soil+mass+or+decrease+in+shear+strength+of+the+soil+mass.+In+other+words%2C+the+shear+strength+of+the+soil+mass+is+not+able+to+bear+the+burden+of+work+going+on.+Disruption+to+the+stability+of+the+slope+can+be+caused+by+various+human+activities+and+natural+conditions.+Unstable+slopes+is+dangerous+to+the+surrounding+environment%2C+therefore+slope+stability+analysis+is+needed.+In+this+case+the+condition+of+Padang+Tambak+%E2%80%93+Liwa+street+KM.227%2B400+Lampung+Barat+experience+landslide+up+the+road.+The+purpose+of+this+study+is+to+evaluate+the+value+of+the+safety+factor+and+to+plan+the+dimension+and+stability+of+sheet+pile+to+the+landslide+on+Padang+Tambak+%E2%80%93+Liwa+street+KM.227%2B400+using+the+Plaxis+v.8.2+of+computer+program.+The+result+of+this+study+obtained+the+value+of+safety%0D%0Afactor+at+the+initial+condition+of+0%2C7106%2C+with+displacement+of+12%2C71+x+103+m.+The%0D%0A%0D%0Ahandling+of+reinforcement+slopes+of+sheet+pile+profiles+of+type+OT26+U+profile+which+is+placed+at+2%2C5+meters+from+the+middle+of+the+highway+with+a+size+of+12+meters+and+then+replace+the+soil+layer+1+on+the+outside+of+the+sheet+pile+into+a+slope-like+slope+soil+and+reduce+the+slope+to+32%C2%B0+level+obtained+factor+value+safety+at+1%2C1532%2C+with+displacement+of+145%2C88+x+10-3++m.+Handling+by+reinforcing+sheet+pile+profiles+of+type+OT26+U+profile+in+this+condition+was+considered+safe+because+it+met+the+requirement+of+safety+factor+value+and+had+a+small+displacement+value.%0D%0A%0D%0AKeywords%3A+slope+stability%2C+safety+factor%2C+plaxis%2C+sheet+pile%2C+displacement.%0D%0A+%0D%0A%0D%0AABSTRAK%0D%0A%0D%0AKelongsoran+tanah+merupakan+salah+satu+yang+paling+sering+terjadi+pada+bidang+geoteknik+++akibat+++meningkatnya+++tegangan+++geser+++suatu+++massa+++tanah+++atau+menurunnya+kekuatan+geser+suatu+massa+tanah.+Dengan+kata+lain%2C+kekuatan+geser+dari+suatu+massa+tidak+mampu+memikul+beban+kerja+yang+terjadi.+Gangguan+terhadap++stabilitas++lereng++dapat++disebabkan++oleh++berbagai++kegiatan++manusia+maupun+kondisi+alam.++Lereng++yang+tidak++stabil+sangatlah+berbahaya+terhadap+lingkungan+sekitarnya%2C+oleh+sebab+itu+analisis+stabilitas+lereng+sangat+diperlukan.+Pada+kasus+ini+kondisi+jalan+Padang+Tambak+%E2%80%93+Liwa+KM.227%2B400+Lampung+Barat+mengalami+kelongsoran++hingga+badan+jalan.++Tujuan+dari+penelitian+ini+adalah+mengevaluasi+nilai+faktor+aman+dan+merencanakan+dimensi+serta+stabilitas+sheet+pile+terhadap+kelongsoran+pada+jalan+Padang+Tambak+%E2%80%93+Liwa+KM.227%2B400+menggunakan+program+komputer+Plaxis+v.8.2.+Dari+hasil+penelitian+ini+didapatkan+hasil+nilai+faktor+aman+pada+kondisi+awal+sebesar+0%2C7106%2C+dengan+displacement%0D%0Asebesar+12%2C71+x+103+m.+Pada+penanganan+lereng+perkuatan+sheet+pile+profil+U+tipe%0D%0A%0D%0AOT26+yang+diletakkan+pada+2%2C5+meter+dari+tengah+jalan+raya+dengan+ukuran+12+meter++lalu++mengganti++tanah++lapisan++1++di++sisi++luar++sheet++pile++menjadi++tanah+timbunan+setinggi+lereng+serta+memperkecil+kemiringan+lereng+menjadi+32%C2%B0+didapatkan+nilai+faktor+aman+sebesar+1%2C1532%2C+dengan+displacement+sebesar+145%2C88%0D%0Ax++10-3++m.++Penanganan++dengan++perkuatan++sheet++pile++profil++U++tipe++OT26++pada%0D%0A%0D%0Akondisi++ini++dianggap++aman++karena++memenuhi++syarat++nilai++faktor++aman++dan+memiliki+nilai+displacement+yang+kecil.%0D%0A%0D%0AKata+kunci+%3A+stabilitas+lereng%2C+faktor+aman%2C+plaxis%2C+sheet+pile%2C+displacement%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2017-10-20&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28987%2F1%2FABSTRACT%2520%2528ABSTRAK%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28987%2F2%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28987%2F3%2FSKRIPSI%2520FULL.pdf&rft.identifier=++M.+NAUFAL+AGATHA%2C+1215011065++(2017)+PERENCANAAN+SHEET+PILE+DENGAN+MENGGUNAKAN+PROGRAM+PLAXIS+(Study+Kasus+%3A+Jalan+Padang+Tambak+%E2%80%93+Liwa+KM.227%2B400).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F28987%2F