?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=KORELASI+KUAT+TEKAN+DAN+KUAT+GESER+PADA+TANAH+LEMPUNG+YANG+DISUBTITUSI++DENGAN+VARIASI+CAMPURAN+PASIR+&rft.creator=Albertus+Willy+Pratama%2C+0915011036&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=bstak+Bahasa+Indonesia+%0D%0A%0D%0APenelitian+ini+bertujuan+untuk+mengetahui+korelasi+kuat+tekan+dan+kuat+geser+pada+tanah%0D%0Alempung+yang+disubtitusi+dengan+variasi+campuran+pasir.+Tanah+yang+diuji+pada%0D%0Apenelitian+ini+berasal+dari+tanah+lempung+Desa+Belimbing+Sari%2C+Kecamatan+Jabung%2C%0D%0ALampung+Timur.+Hal+ini+dilakukan+karena+jika+mendirikan+struktur+di+atas+tanah%0D%0Alempung+akan+menimbulkan+beberapa+permasalahan%2C+antara+lain++kecilnya+nilai+kuat%0D%0Atekan+dan+nilai+kuat+geser+pada+tanah+tersebut.+Untuk+melihat+perilaku+struktur+tanah%0D%0Aini+maka+dilakukan+pencampuran+pasir+dengan+variasi+campuran+pasir.+%0D%0AUntuk+mengetahui+pengaruh+pencampuran+tanah+lempung+dengan+pasir+terhadap+nilai%0D%0Akuat+tekan+dan+nilai+kuat+geser%2C+maka+dilakukan+dengan+cara+membuat+variasi%0D%0Apencampuran+pasir+sebesar+10%25%2C+20%25%2C+30%25+dan+40%25.+Pengujian+yang+dilakukan%0D%0Ameliputi+pengujian+sifat+fisik+tanah+lempung+asli+dan+tanah+lempung+yang+sudah%0D%0Adicampur+pasir+serta+melakukan+pengujian+mekanik+yaitu+pengujian+geser+langsung+dan%0D%0Apengujian+kuat+tekan+dengan+pemadatan+menggunakan+proktor+standar.+%0D%0ADari+hasil+pengujian+didapatkan+peningkatan+nilai+kuat+geser+maksimum+sebesar%0D%0A0%2C7534+kg%2Fcm%0D%0A2++%0D%0Adan+penurunan+nilai+kohesi+sebesar+0%2C10+kg%2Fcm%0D%0A2+%0D%0Apada+pencampuran+pasir%0D%0Asebanyak+40%25.+Pada+nilai+kuat+tekan+mencapai+nilai+maksimum+pada+pencampuran+%0D%0A30%25+dari+4+variasi+yang+dilakukan+yaitu+sebesar+0%2C4996+kg%2Fcm%0D%0A3%0D%0A.+Semakin+besar+kadar+%0D%0Apasir+yang+ditambahkan+maka+semakin+menurun+nilai+kohesi+tanah+tersebut%2C+sudut+geser%0D%0Adan+nilai+kuat+tekan+akan+menjadi+semakin+meningkat+walaupun+nilai+kuat+tekan%0D%0Amaksimum+di+pencampuran+30%25+pasir.+%0D%0A%0D%0AAbstrak+Bahasa+Inggris%0D%0A%0D%0AThis+research+aims+to+determine+the+compressive+strength+and+shear+strength+on+clay+%0D%0Awhich+is+substituted+with+a+mixture+of+sand+variations.+Soil+tested+in+this+study+is+derived%0D%0Afrom+clay+Belimbing+Sari+Village%2C+Jabung+District%2C+East+Lampung.+This+is+done+because%0D%0Aif+you+set+up+a+structure+on+top+of+the+clay+will+cause+some+problems%2C+among+others%2C+the%0D%0Asmall+value+of+compressive+strength+and+shear+strength+of+the+soil.+To+see+the+behavior%0D%0Aof+soil+structure+is+then+done+mixing+sand+with+varying+levels+of+mixing+sand.+%0D%0ATo+determine+the+effect+of+mixing+clay+with+sand+on+the+compressive+strength+and+shear%0D%0Astrength%2C+it+is+done+by+varying+the+mixing+of+sand+by+10%25%2C+20%25%2C+30%25%2C+40%25.+Testing%0D%0Awas+conducted+on+the+physical+properties+testing+undisturbed+clays+and+clay+that+is%0D%0Amixed+with+sand+and+doing+mechanical+testing+which+is+test+of+direct+shear+and%0D%0Acompressive+strength+testing+by+compaction+using+standard+proctor.+%0D%0AFrom+the+test+results+it+is+obtained+that+the+increase+in+the+value+of+maximum+shear%0D%0Astrength+of+0.7534+kg+%2F+cm2+and+a+decrease+in+cohesion+value+of+0.10+kg+%2F+cm2+at+mixing%0D%0Athe+sand+as+much+as+40%25.+In+the+compressive+strength+reaches+a+maximum+value+at%0D%0A30%25+of+the+mixing+done+4+variation+is+equal+to+0.4996+kg+%2F+cm3.+The+greater+the+level%0D%0Aof+sand+were+added+then+the+lesser+the+value+of+the+soil+cohesion%2C+shear+angle+and+the%0D%0Acompressive+strength+will++increase+although+the+maximum+compressive+strength+value%0D%0Ain+mixing+30%25+sand.+%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2015-02-24&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F1%2F1.%2520Cover%2520luar.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F2%2F2.%2520ABSTRACT.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F3%2F3.%2520ABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F4%2F4.%2520Cover%2520dalam.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F5%2F5.%2520Lembar%2520Persetujuan.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F6%2F6.%2520Lembar%2520Pengesahan.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F7%2F7.%2520Surat%2520Pernyataan.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F8%2F8.%2520Riwayat%2520Hidup.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F9%2F9.%2520MOTO..pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F10%2F10.%2520Persembahan.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F11%2F11.%2520Kata%2520Pengantar.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F12%2F12.%2520Daftar%2520Isi.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F13%2F13.%2520Daftar%2520Tabel.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F14%2F14.%2520Daftar%2520Gambar.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F15%2FBab%25201.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F16%2FBAB%25202.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F17%2FBAB%25203.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F18%2FBAB%25204.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F19%2FBAB%25205.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F20%2FDAFTAR%2520PUSTAKA.pdf&rft.identifier=++Albertus+Willy+Pratama%2C+0915011036++(2015)+KORELASI+KUAT+TEKAN+DAN+KUAT+GESER+PADA+TANAH+LEMPUNG+YANG+DISUBTITUSI+DENGAN+VARIASI+CAMPURAN+PASIR.++Fakultas+Teknik%2C+Universitas+Lampung.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F7598%2F