?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+PENGARUH+PENAMBAHAN+ZAT+ADDITIVE+ISS+2500%0D%0ATERHADAP+KUAT+TEKAN+BATU+BATA+DENGAN+DAN+TANPA%0D%0APROSES+PEMBAKARAN&rft.creator=Aria+Febriantama%2C+1015011035&rft.subject=Q+Science+(General)&rft.description=Batu+bata+merupakan+material+yang+terbuat+dari+tanah+liat.+Batu+bata+dibuat%0D%0Adengan+atau+tanpa+campuran+tambahan+yang+melalui+beberapa+proses+dan+tahapan.%0D%0ADalam+penelitian+ini+digunakan+bahan+tanah+liat+dengan+bahan+tambahan+ISS+2500+(Ionic%0D%0ASoil+Stabilizer)+kadar+campuran+0%2C9+ml%2C+1%2C2+ml%2C+1%2C5+ml+dan+2%2C1+ml+dengan+tujuan%0D%0Amemanfaatkan+zat+additive+sekaligus+diharapkan+dapat+meningkatkan+kualitas+batu+bata.%0D%0AMaka+perlu+dilakukan+penelitian+ini%2C+agar+penelitian+ini+bisa+dijadikan+pembanding%0D%0Adengan+yang+ditetapkan+SNI.%0D%0ASampel+tanah+yang+diuji+pada+penelitian+ini+yaitu+tanah+lempung+yang+berasal+dari%0D%0Ajl.+Nunyai%2C+Rajabasa.+Dilakukan+pemeraman+selama+7+hari%2C+serta+dengan+perlakuan%0D%0Apembakaran+dan+tanpa+pembakaran+batu+bata.%0D%0ABerdasarkan+hasil+pengujian+fisik+tanah+asli%2C+USCS+mengklasifikasikan+sampel%0D%0Atanah+sebagai+tanah+lempung+dengan+plastisitas+rendah+dan+termasuk+ke+dalam+kelompok%0D%0AML.+Hasil+penelitian+pengujian+kuat+tekan+pasca+pembakaran+dari+keempat+kadar%2C%0D%0Amenghasilkan+nilai+kuat+tekan+rata-rata+maksimum+pada+kadar+ISS+2500+2%2C1+ml%0D%0Asebesar+21%2C24+kg%2Fcm2+yang+tidak+masuk+kedalam+kelas+25.+Nilai+kuat+tekan+rata-rata%0D%0Amaksimum+batu+bata+sebelum+pembakaran+dihasilkan+oleh+kadar+ISS+2500+2%2C1+ml+yaitu%0D%0Asebesar+4%2C25+kg%2Fcm2+yang+juga+tidak+masuk+kedalam+kelas+25+berdasarkan+tabel+kekuatan%0D%0Atekan+batu+bata+(SNI+tahun+1991).%0D%0AKata+Kunci+%3A+Batu+bata%2C+tanah+lempung%2C+iss+2500+(ionic+soil+stabilizer)%2C%0D%0Akuat+tekan.%0D%0A%0D%0AabstractBrick+is+a+material+th+at+made+of+clay.+Bricks+were+made+with+or+without%0D%0Aadditional+mixturel+through+some+processes+and+stages.+I+n+t+his+study+used+the+clay%0D%0Awith+additional+mixture+2500+ISS+(+Ionic+Soil+Stabilizer+)+which+has+variety+levels%0D%0Amixture+of+0%2C9+ml+%2C+1%2C2+ml+%2C+1%2C5+ml+and+2%2C1+ml+with+the+intention+to+improve+the+quality+of%0D%0Abrick.+It+is+necessary+to+do+the+research+%2C+so+this+study+can+be+compared+with+SNI%0D%0Astandards.%0D%0AThe+tested+samples+in+this+study+are+clay+that+comes+from+jl+.+Nunyai+%2C+Rajabasa+.+It%0D%0Asample+was+curing+for+7+day+and+then%2C+the+samples+will+be+done+with+or+without+burning%0D%0Aprocess.%0D%0ABased+on+the+results+of+physical+testing+the+samples%2C+USCS+classify+soil+samples+as%0D%0Aclay+with+low+plasticity+and+belongs+to+the+ML+group+.+After+doing+research+of%0D%0Acompressive+strength+testing+of+with+and+without+burning+process+from+four+levels%0D%0Agenerating+the+compressive+strength+maximum+average+at+a+level+of+2.1+ml+both+of+them.%0D%0AWith+value+21%2C24+kg+%2F+cm2+for+burning+process+and+4.25+kg+%2F+cm2+for+without+burning%0D%0Aprocess.+Which+is+both+of+those+treatments+are+not+included+into+25+classes+based+on%0D%0Atables+strength+of+compressed+bricks+(+SNI+1991+)+.%0D%0AKeywords%3A+brick%2C+clay%2C+iss+2500+(ionic+soil+stabilizer)%2C+compressive%0D%0Astrength.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-02-17&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F21395%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F21395%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F21395%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Aria+Febriantama%2C+1015011035++(2016)+ANALISIS+PENGARUH+PENAMBAHAN+ZAT+ADDITIVE+ISS+2500+TERHADAP+KUAT+TEKAN+BATU+BATA+DENGAN+DAN+TANPA+PROSES+PEMBAKARAN.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F21395%2F