?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENDUGAAN+BIDANG+GELINCIR+MENGGUNAKAN+METODE+GEOLISTRIK+TAHANAN+JENIS%2C+MASW%2C+DAN+DATA+MEKANIKA+TANAH+DI+DESA+CIMUNCANG+KEC.+MALAUSMA+%0D%0AKAB.+MAJALENGKA%0D%0A&rft.creator=MEZRIN+ROMOSI%2C+1115051024&rft.subject=Teknologi+(General)&rft.description=Telah+dilakukan+penelitian+mengenai+gerakan+tanah+menggunakan+metode+geolistrik+tahanan+jenis%2C+MASW%2C+dan+data+mekanika+tanah+di+Desa+Cimuncang+Kec.+Malausma+Kab.+Majalengka.+Penelitian+ini+bertujuan+untuk+mengetahui+nilai+distribusi+tahanan+jenis+dan+distribusi+kecepatan+gelombang+geser+VS30%2C+untuk+menentukan+dan+menganalisis+pola+perlapisan+batuan%2C+kedalaman+bidang+gelincir++melalui+pemodelan+2D+dan+3D+serta+menganalisis+nilai+faktor+keamanan+lereng+berdasarkan+uji+mekanika+tanah.+Berdasarkan+pemodelan+geolistrik+diperoleh+nilai+distribusi+tahanan+jenis+yaitu+6-200+%E2%84%A6m+dimana+kedalaman+bidang+gelincir+5-7+m.+Berdasarkan+pemodelan+MASW+diperoleh+nilai+distribusi+kecepatan+gelombang+S+40-500+m%2Fs+dimana+kedalaman+bidang+gelincir+sekitar+5+m.+Lapisan+yang+menjadi+bidang+gelincir+berdasarkan+pemodelan+geolistrik+yaitu+kontak+antara+lapisan+lempung+(%3C25+%E2%84%A6m)+dengan+lapisan+tufa+(25-75+%E2%84%A6m)%2C+sedangkan+berdasarkan+pemodelan+MASW+lapisan+yang+dianggap+bidang+gelincir+yaitu+antara+lapisan+tanah+lunak+(VS+%3C183+m%2Fs)+dan+lapisan+tanah+kaku+(VS+183-366+m%2Fs).+Berdasarkan+pemodelan+Geoslope+diperoleh+nilai+Faktor+Keamanan+(FK)+lereng+sebesar+1%2C26+di+sebelah+tenggara+yang+berarti+lereng+tersebut+relatif+stabil+dan+di+baratlaut+sebesar+0%2C98+yang+berarti+lereng+tersebut+labil.%0D%0A%0D%0AKata+kunci%3A++bidang+gelincir%2C+tahanan+jenis%2C+gelombang+geser%2C+faktor+keamanan+(FK)+lereng%0D%0A%0D%0ASLIP+AREA+PREDICTION+USING+RESISTIVITY+METHOD%2C+MASW%2C+AND+SOIL+MECHANICAL+DATA+IN+CIMUNCANG%2C+MALAUSMA%2C+MAJALENGKA%0D%0A%0D%0AThe+research+of+soil+movement+has+been+conducted+using+resistivity+method%2C+MASW%2C+and+soil+mechanical+data+in+Cimuncang%2C+Malausma%2C+Majalengka.+The+research+has+done+in+order+to+know+resistivity+distribution+value+and+shear+wave+velocity+VS30%2C+to+determine+and+analyzing+rock+layers+pattern%2C+slip+area+depth+through+2D+and+3D+modelling+result%2C+and+analyzing+slope+Safety+Factor+(SF)+based+on+soil+mechanical+laboratory+testing.+The+estimation+of+resistivity+value+is+done+by+applying+resistivity+modelling%2C+the+value+is+vary+from+6-200+%CE%A9m+which+the+depth+of+slip+area+is+5-7+m.+The+estimation+of+shear+wave+velocity+value+is+done+by+applying+MASW+modelling%2C+the+value+is+vary+from+40-500+m%2Fs+which+depth+of+slip+area+is+about+5+m.+The+layer+that+used+as+slip+area+based+on+resistivity+modelling+is+contact+between+clay+(%3C25+%CE%A9m)+and+tuff+(25-75+%CE%A9m)%2C+and+based+on+MASW+modelling+that+considered+as+slip+area+is+between+soft+soil+layer+(VS+%3C183+m%2Fs)+and+stiff+soil+layer+(VS+183-366+m%2Fs).+Based+on+Geoslope+modelling+gained+slope+Safety+Factor+(SF)+is+valued+1%2C26+in+southeast+that+means+the+slope+is+relatively+stable+and+in+northwest+is+valued+0%2C98+that+means+the+slope+is+unstable+area.%0D%0A%0D%0AKeywords%3A+Slip+Area%2C+Resistivity%2C+Shear+Wave%2C+Slope+Safety+Factor+(SF)%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-08-23&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24054%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24054%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24054%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++MEZRIN+ROMOSI%2C+1115051024++(2016)+PENDUGAAN+BIDANG+GELINCIR+MENGGUNAKAN+METODE+GEOLISTRIK+TAHANAN+JENIS%2C+MASW%2C+DAN+DATA+MEKANIKA+TANAH+DI+DESA+CIMUNCANG+KEC.+MALAUSMA+KAB.+MAJALENGKA.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F24054%2F