?url_ver=Z39.88-2004&rft_id=1515011077&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+ANALISIS+STABILITAS+LERENG+TANAH+TIMBUNAN%0D%0AMENGGUNAKAN+METODE+FELLINIUS+DAN+BISHOP+SERTA%0D%0APENANGGULANGANNYA%0D%0A(Studi+Kasus+%3A+Perumahan+CitraLand+Bandar+Lampung)&rft.creator=BADRUZZAMAN+AJI%2C+1515011077&rft.subject=000+Ilmu+komputer%2C+informasi+dan+pekerjaan+umum&rft.description=Citraland+yang+terletak+di+wilayah+perbukitan%2C+memiliki+kontur+yang+curam+dan%0D%0Aelevasi+yang+berbeda.+Sehingga+pada+daerah+tersebut+berpotensi+terhadap+longsor.%0D%0APenelitian+ini+adalah+untuk+menganalisis+nilai+faktor+aman+lereng+dan+menghitung%0D%0Astabilitas+lereng+menggunakan+dinding+penahan+tanah+dengan+perhitungan+manual.%0D%0AMetode+yang+digunakan+adalah+metode+Fellenius+dan+Bishop.+Dari+hasil+analisis%0D%0Aperhitungan+manual%2C+didapatkan+nilai+faktor+aman+lereng+eksisting+dengan+metode%0D%0AFellenius+dan+Bishop+masing-masing+sebesar+0%2C7296+dan+1%2C0637.+Setelah+dilakukan%0D%0Apenanggulangan+menggunakan+dinding+penahan+tanah+dengan+dimensi+tinggi+2%0D%0Ameter+dan+tebal+1%2C7+meter+didapatkan+nilai+stabilitas+terhadap+geser+yaitu+SF+%3D%0D%0A2%2C3871+%E2%89%A5+2+(aman)+pada+kondisi+normal.+Stabilitas+terhadap+guling+pada+kondisi%0D%0Anormal+yaitu+SF+%3D+2%2C2502+%E2%89%A5+2+(aman).+Stabilitas+terhadap+geser+pada+kondisi%0D%0Agempa+yaitu+SF+%3D+2%2C1081+%E2%89%A5+2+(aman).+Stabilitas+guling+pada+kondisi+gempa+yaitu%0D%0ASF+%3D+2%2C054+%E2%89%A5+2+(aman)..+Penanggulangan+menggunakan+dinding+penahan+tanah%0D%0Acukup+efektif+terhadap+meningkatnya+nilai+faktor+aman%2C+sehingga+penanggulangan%0D%0Amenggunakan+dinding+penahan+tanah+cukup+stabil+jika+diterapkan+di+lokasi%0D%0Apenelitian.%0D%0AKata+Kunci+%3A+Stabilitas+lereng%2C+Faktor+aman%2C+Fellenius%2C+Bishop%2C+Dinding+penahan%0D%0Atanah%0D%0A%0D%0A%0D%0A%0D%0A%0D%0A%0D%0A%0D%0Aabstract%0D%0A%0D%0ACitraland%2C+which+is+located+in+a+hilly+area%2C+has+steep+contours+and+different%0D%0Aelevations.+So+the+area+has+the+potential+for+landslides.+This+study+was+to+analyze%0D%0Athe+value+of+the+slope+safety+factor+and+calculate+the+slope+stability+using+a+retaining%0D%0Awall+with+manual+calculations.+The+method+used+is+the+Fellenius+and+Bishop%0D%0Amethod.+From+the+analysis+of+manual+calculations%2C+the+value+of+the+existing+slope%0D%0Asafety+factor+using+the+Fellenius+and+Bishop+methods+was+0.7296+and+1.0637%2C%0D%0Arespectively.+After+countermeasures+using+a+retaining+wall+with+dimensions+of+2%0D%0Ameters+high+and+1.7+meters+thick%2C+the+value+of+stability+against+shear+is+obtained%2C%0D%0Anamely+SF+%3D+2.3871+2+(safe)+under+normal+conditions.+Stability+against+rolling%0D%0Aunder+normal+conditions+is+SF+%3D+2.2502+2+(safe).+Stability+against+shear+in%0D%0Aearthquake+conditions+is+SF+%3D+2.1081+2+(safe).+Overturning+stability+in+earthquake%0D%0Aconditions+is+SF+%3D+2.054+2+(safe).+Countermeasures+using+retaining+walls+are+quite%0D%0Aeffective+in+increasing+the+value+of+the+safety+factor%2C+so+countermeasures+using%0D%0Aretaining+walls+are+quite+stable+if+applied+at+the+research+site.%0D%0AKeywords%3A+Slope+stability%2C+Safety+factor%2C+Fellenius%2C+Bishop%2C+Retaining+wall&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021-12-23&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63476%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63476%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63476%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++BADRUZZAMAN+AJI%2C+1515011077++(2021)+STUDI+ANALISIS+STABILITAS+LERENG+TANAH+TIMBUNAN+MENGGUNAKAN+METODE+FELLINIUS+DAN+BISHOP+SERTA+PENANGGULANGANNYA+(Studi+Kasus+%3A+Perumahan+CitraLand+Bandar+Lampung).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F63476%2F