?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=EVALUASI+STABILITAS+LERENG+PADA+RUAS+JALAN+C.10%0D%0APERUMAHAN+CITRALAND+BANDAR+LAMPUNG+MENGGUNAKAN%0D%0APROGRAM+KOMPUTASI+DAN+PENANGGULANGANNYA&rft.creator=Muhammad+Nur+Kholiq%2C+1515011028&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&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+turap+beton+dengan+program+komputasi.+Metode%0D%0Ayang+digunakan+adalah+metode+Fellenius%2C+Bishop%2C+Janbu%2C+dan+Morgenstern-price.%0D%0ADari+hasil+analisis+program+komputasi%2C+didapatkan+nilai+faktor+aman+lereng%0D%0A%0D%0Aeksisting+dengan+metode+Fellenius%2C+Bishop%2C+Janbu%2C+dan+Morgenstern-price+masing-%0D%0Amasing+sebesar+0%2C965%2C+1%2C052%2C+0%2C925%2C+1%2C027+untuk+kondisi+statis+dan+untuk+kondisi%0D%0A%0D%0Adinamis+sebesar+0%2C795%2C+0%2C881%2C+0%2C763%2C+0%2C858.+Setelah+dilakukan+penanggulangan%0D%0Amenggunakan+turap+beton+dengan+dimensi+tinggi+turap+dipermukaan+tanah+3+meter%2C%0D%0Aturap+tertanam+1%2C66+meter%2C+dan+tebal+turap+0%2C5+meter+didapat+nilai+faktor+aman%0D%0Alereng+eksisting+sebesar+2%2C381%2C+2%2C478%2C+1%2C817%2C+2%2C732+untuk+beban+statis+dan+untuk%0D%0Abeban+dinamis+didapat+nilai+sebesar+1%2C976%2C+2%2C073%2C+1%2C505%2C+dan+2%2C356.%0D%0APenanggulangan+menggunakan+turap+beton+cukup+efektif+terhadap+meningkatnya%0D%0Anilai+faktor+aman%2C+sehingga+penanggulangan+menggunakan+turap+beton+cukup+stabil%0D%0Ajika+diterapkan+di+lokasi+penelitian.%0D%0A%0D%0AKata+Kunci+%3A+Stabilitas+lereng%2C+Faktor+aman%2C+Fellenius%2C+Bishop%2C+Janbu%2C%0D%0A%0D%0AMorgenstern-price%2C+Turap%0D%0ACitraland+is+a+located+in+a+hilly+area%2C+has+steep+contours+and+different+elevations.+So%0D%0Athe+area+has+the+potential+for+landslides.+This+study+is+to+analyze+the+value+of+the%0D%0Aslope+safety+factor+and+calculate+the+slope+stability+using+a+concrete+sheet+pile+with%0D%0Aa+computational+program.+The+methods+used+are+the+Fellenius%2C+Bishop%2C+Janbu%2C+and%0D%0AMorgenstern-price+methods.+From+the+results+of+the+computational+program%0D%0Aanalysis%2C+the+values+of+the+existing+slope+safety+factors+using+the+Fellenius%2C+Bishop%2C%0D%0AJanbu%2C+and+Morgenstern-price+methods+were+0.965%2C+1.052%2C+0.925%2C+1.027+for+static%0D%0Aconditions+and+for+dynamic+conditions+of+0.795%2C+0.881%2C+0.763%2C+0.858+.+After%0D%0Acountermeasures+using+concrete+sheeting+with+dimensions+of+3+meters+of+pile+height%0D%0Aon+the+ground%2C+1.66+meters+of+embedded+sheeting%2C+and+0.5+meters+of+sheet+pile%0D%0Athickness%2C+the+existing+slope+safety+factor+values+are+2.381%2C+2.478%2C+1.817%2C+2.732+for%0D%0Astatic+loads+and+for+dynamic+loads.+obtained+values+of+1.976%2C+2.073%2C+1.505%2C+and%0D%0A2.356.+Countermeasures+using+concrete+sheet+piles+are+quite+effective+in+increasing%0D%0Athe+value+of+the+safety+factor%2C+so+that+countermeasures+using+concrete+sheet+piles+are%0D%0Aquite+stable+if+applied+at+the+research+site.%0D%0A%0D%0AKeywords%3A+Slope+stability%2C+safety+factor%2C+Fellenius%2C+Bishop%2C+Janbu%2C+Morgenstern-%0D%0Aprice%2C+Sheet+pile&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F61273%2F1%2F2.%2520ABSTRAK%2520-%2520Muhammad%2520Nur%2520Kholiq.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F61273%2F2%2Fskripsi%2520full%2520tanpa%2520lampiran%2520new_compressed%2520-%2520Muhammad%2520Nur%2520Kholiq.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F61273%2F3%2Fskripsi%2520full%2520tanpa%2520pembahasan%2520%2526%2520lampiran%2520-%2520Muhammad%2520Nur%2520Kholiq.pdf&rft.identifier=++Muhammad+Nur+Kholiq%2C+1515011028++(2021)+EVALUASI+STABILITAS+LERENG+PADA+RUAS+JALAN+C.10+PERUMAHAN+CITRALAND+BANDAR+LAMPUNG+MENGGUNAKAN+PROGRAM+KOMPUTASI+DAN+PENANGGULANGANNYA.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F61273%2F