?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=KORELASI+DAYA+DUKUNG+TANAH+LEMPUNG+DENGAN+KUAT+GESER+MENGGUNAKAN+ALAT+VANE+SHEAR+DAN+DIRECT+SHEAR&rft.creator=Riri+Arinda+Adama%2C+1315011098&rft.subject=Teknologi+(General)&rft.subject=Teknologi+lingkungan+.+rekayasa+sanitasi&rft.description=ABSTRAK%0D%0A%0D%0ATanah+lempung+lunak+memiliki+perilaku+ekspansif+yaitu+mengembang+bila+terkena+air%2C+hal+ini+akan+sangat+membahayakan+konstruksi+yang+akan+dibangun+di+atasnya%2C+karena+tanah+lempung+umumnya+memiliki+kuat+geser+yang+rendah+dan+kompresibilitas+yang+besar.+Untuk+mengetahui+parameter+dan+karakteristik+kuat+geser+tanah+lempung+di+suatu+daerah+dapat+menggunakan+alat+vane+shear+dan+direct+shear.%0D%0ASampel+tanah+diambil+dari+Daerah+Jabung%2C+Kabupaten+Lampung+Timur+untuk+dilakukan+pengujian+permodelan+laboratorium+pada+kotak+kaca+dengan+alat+vane+shear+dan+direct+shear+dengan+berat+tanah+%C2%B1130.730+gram%2F+130%2C7+kg+%0D%0A%0D%0APada+pengujian+geser+langsung+kondisi+tanah+remoulded+di+kedalaman+30+cm+didapatkan+nilai+kuat+geser+sebesar+0%2C0743+kg%2Fcm2%2C+pada+pengujian+geser+baling+didapatkan+0%2C38+kg%2Fcm2+dengan+daya+dukung+tanah+sebesar+0%2C6048+kg%2Fcm2%2C+di+kedalaman+50+cm+didapatkan+nilai+kuat+geser+sebesar+0%2C0779+kg%2Fcm2%2C+pada+pengujian+geser+baling+didapatkan+0%2C54+kg%2Fcm2+dengan+daya+dukung+tanah+sebesar+0%2C6738+kg%2Fcm2.+Pada+kondisi+tanah+jenuh+kedalaman+30+cm+didapatkan+nilai+kuat+geser+pada+pengujian+geser+langsung+sebesar+0%2C0553+kg%2Fcm2%2C+pada+pengujian+geser+baling+sebesar+0%2C46+kg%2Fcm2+dengan+daya+dukung+tanah+sebesar+0%2C4116+kg%2Fcm2%2C+kedalaman+50+cm+didapatkan+nilai+kuat+geser+sebesar+0%2C0743+kg%2Fcm2%2C+pada+pengujian+geser+baling+didapatkan+0%2C65+kg%2Fcm2+dengan+daya+dukung+tanah+sebesar+0%2C6308+kg%2Fcm2.+Dari+hasil+pengujian+uji+geser+langsung++dan+uji+geser+baling+diketahui+bahwa+nilai+kuat+geser+pada+uji+geser+langsung+lebih+kecil+dibandingkan+dengan+uji+geser+baling.%0D%0A%0D%0A%0D%0AKata+kunci+%3A+Vane+shear%2C+direct+shear%2C+kuat+geser+tanah+lempung%2C+daya+dukung+tanah%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AThe+soft+clay+soil+has+expansive+behavior+that+expands+when+exposed+to+water%2C+this+will+be+very+dangerous+to+the+construction+to+be+built+on+it%2C+because+clay+soil+generally+has+a+low+shear+strength+and+high+compressibility.+To+know+the+parameters+and+characteristics+of+strong+clay+soil+shear+in+an+area%2C+can+use+vane+shear+test+and+direct+shear+test.%0D%0AThe+soil+samples+were+taken+from+Jabung%2C+East+Lampung+for+testing+laboratory+modeling+on+glass+box+with+vane+shear+and+direct+shear+tools+with+a+weight+of+%C2%B1+130%2C730+gr%0D%0AOn+the+direct+shear+tests+when+soil+conditions+remolded+at+a+depth+of+30+cm+shear+strength+values+obtained+at+0.0743+kg%2Fcm2%2C+on+vane+shear+test+obtained+0.38+kg%2Fcm2+with+soil+bearing+capacity+of+0.6048+kg%2Fcm2%2C+at+a+depth+of+50+cm+obtained+a+shear+strength+value+of+0.0779+kg%2Fcm2%2C+on+vane+shear+test+obtained+0.54+kg%2Fcm2+with+soil+bearing+capacity+of+0.6738+kg%2Fcm2.In+saturated+soil+conditions+a+depth+of+30+cm+obtained+a+shear+strength+value+in+the+direct+shear+test+of+0.0553+kg%2Fcm2%2C+the+vane+shear+test+of+0.46+kg%2Fcm2+with+a+bearing+capacity+of+0.4116+kg%2Fcm2%2C+a+depth+of+50+cm+obtained+shear+strength+value+of+0.0743+kg%2Fcm2%2C+the+vane+shear+testing+with+a+0.65+kg%2Fcm2+earned+bearing+capacity+of+0.6308+kg%2Fcm2.+From+the+test+results+direct+shear+test+and+vane+shear+test+known+that+the+shear+strength+in+direct+shear+tests+is+smaller+than+the+vane+shear+test.%0D%0A%0D%0A%0D%0AKeywords+%3A+Vane+shear%2C+direct+shear%2C+Clay+soil+shear+strength%2C+Soil+bearing+capacity&rft.publisher=FAKULTAS+TEKNIK&rft.date=2017-10-18&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28986%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28986%2F2%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28986%2F3%2FSKRIPSI%2520FULL.pdf&rft.identifier=++Riri+Arinda+Adama%2C+1315011098++(2017)+KORELASI+DAYA+DUKUNG+TANAH+LEMPUNG+DENGAN+KUAT+GESER+MENGGUNAKAN+ALAT+VANE+SHEAR+DAN+DIRECT+SHEAR.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F28986%2F