?url_ver=Z39.88-2004&rft_id=1515011029&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+STABILITAS+LERENG+DAN+PENANGGULANGANNYA+MENGGUNAKAN+METODE+ELEMEN+HINGGA+(Studi+Kasus+%3A+CitraLand+Bandar+Lampung+-C10)&rft.creator=MUHAMMAD+DESYAN+ICHSANI%2C+1515011029&rft.subject=000+Ilmu+komputer%2C+informasi+dan+pekerjaan+umum&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Citraland+merupakan+hunian+modern+yang+memiliki+ciri+khas+viewnya+karena+terletak+di+wilayah+perbukitan%2C+selain+itu+CitraLand+mempunyai+kontur+dan+elevasi+yang+berbeda+%E2%80%93+beda.+Bisa+disimpulkan+lokasi+CitraLand+berpotensi+terhadap+longsor.+Penelitian+ini+bertujuan+untuk+menganalisis+nilai+faktor+aman+lereng+dan+menghitung+stabilitas+lereng+menggunakan+turap+beton+dengan+program+metode+elemen+hingga.+Dari+hasil+analisis+program+metode+elemen+hingga%2C+didapatkan+nilai+faktor+aman+lereng+kondisi+eksisting+sebesar+1+atau+berada+pada+kondisi+labil+(Fk%3C1%2C5)+untuk+kondisi+yang+dipengaruhi+faktor+gempa+sebesar+0%2C859+atau+berada+pada+kondisi+labil+(Fk%3C1%2C5).+Setelah+dilakukan+penanggulangan+menggunakan+turap+beton+dengan+dimensi+tinggi+turap+dipermukaan+tanah+3+meter%2C+turap+tertanam+1%2C7+meter%2C+dan+tebal+turap+0%2C2+meter+didapat+nilai+faktor+aman+lereng+eksisting+sebesar+1%2C971+%3E+1%2C5+untuk+nilai+faktor+aman+dipengaruhi+gempa+didapat+nilai+sebesar+1%2C7772+atau+berada+pada+kondisi+stabil+(Fk%3E1%2C5).+Pada+penelitian+ini+penanggulangan+stabilitas+lereng+yang+berpotensi+longsor+menggunakan+turap+beton+yang+meningkatkan+nilai+faktor+aman%2C+sehingga+berpengaruh+terhadap+kestabilan+tanah+ketika+diterapkan+di+lokasi+penelitian.%0D%0AKata+Kunci+%3A+Stabilitas+lereng%2C+Faktor+aman%2C+Metode+elemen+hingga%2C+Turap%0D%0A%0D%0A%0D%0A%0D%0A%0D%0A%0D%0A%0D%0Aabstract%0D%0A%0D%0ACitraland+is+a+modern+residence+that+has+a+characteristic+views+because+it+is+located+in+a+hilly+area%2C+besides+Citraland+has+different+contours+and+elevations.+It+can+be+concluded+that+the+location+of+CitraLand+has+the+potential+for+landslides.+This+study+aims+to+analyze+the+value+of+the+slope+safety+factor+and+calculate+slope+stability+using+concrete+sheet+piles+with+the+finite+element+method+program.+From+the+results+of+the+analysis+of+the+finite+element+method+program%2C+the+slope+safety+factor+value+for+the+existing+condition+is+1+or+is+in+unstable+condition+(Fk+%3C+1.5)+for+conditions+influenced+by+earthquake+factors+of+0.859+or+is+in+unstable+condition+(Fk+%3C+1.5).+After+countermeasures+using+concrete+sheeting+with+dimensions+of+3+meters+high+sheet+pile%2C+1.7+meters+embedded+sheet+pile%2C+and+0.2+meter+thick+sheet+pile%2C+the+existing+slope+safety+factor+value+is+1.971+%3E+1.5.+1.7772+or+in+a+stable+condition+(Fk%3E1.5).+In+this+study%2C+the+countermeasures+for+the+stability+of+slopes+that+have+the+potential+for+landslides+use+concrete+sheeting+which+increases+the+value+of+the+safety+factor%2C+so+that+it+affects+the+stability+of+the+soil+when+applied+at+the+research+site.%0D%0AKeywords%3A+Slope+stability%2C+Safety+factor%2C+finite+element+method%2C+Sheet+pile&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021-12-28&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63478%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63478%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63478%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++MUHAMMAD+DESYAN+ICHSANI%2C+1515011029++(2021)+ANALISIS+STABILITAS+LERENG+DAN+PENANGGULANGANNYA+MENGGUNAKAN+METODE+ELEMEN+HINGGA+(Studi+Kasus+%3A+CitraLand+Bandar+Lampung+-C10).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F63478%2F