?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+VARIASI+UKURAN+PARTIKEL+DAN+KOMPOSISI+PERLIT%0D%0ATERHADAP+SIFAT+FISIS+DAN+KUAT+TEKAN++%0D%0ASEBAGAI+BAHAN+MORTAR%0D%0A+&rft.creator=VIA+APRI+SETIANI+%2C+1317041048&rft.subject=QC+Physics&rft.description=Ukuran+partikel+perlit+mesh+40+dan+lolos+mesh+40+dengan+komposisi+perbandingan%0D%0Asemen+dan+perlit+(S%3AP)+1%3A2%2C+1%3A3%2C+1%3A4%2C+1%3A5+dan+1%3A6+mempengaruhi+sifat+fisis+dan+kuat%0D%0Atekan.+Uji+kuat+tekan+dan+sifat+fisis+dilakukan+sebelum+dan+setelah+dikalsinasi%0D%0Apada+suhu+1000%C2%B0C.+Hasil+uji+menunjukkan+kuat+tekan+optimum+diperoleh+pada%0D%0Amortar+sebelum+dikalsinasi+dengan+ukuran+perlit+lolos+mesh+40+pada+komposisi%0D%0A1%3A2+sebesar+179%2C2+kg%2Fcm%0D%0A2+%0D%0Ayang+merupakan+mortar+tipe+M%2C+didukung+dengan+sifat%0D%0Afisis+porositas+kecil+yaitu+10%2C36+%25%2C+dan+absorpsi+sebesar+5%2C31+%25.+Kuat+tekan%0D%0Aterkecil+diperoleh+pada+mortar+setelah+dikalsinasi+dengan+ukuran+perlit+mesh+40%0D%0Apada+komposisi+1%3A6%0D%0A+%0D%0Ayaitu+4%2C62+kg%2Fcm%0D%0A2%0D%0A+yang+merupakan+mortar+tipe+K%2C+didukung%0D%0Adengan+sifat+fisis+porositas+tinggi+yaitu+35%2C37+%25+dan+absorpsi+sebesar+33%2C19+%25.%0D%0AKuat+tekan+menurun+setelah+dikalsinasi+dan+semakin+menurun+seiring%0D%0Abertambahnya+komposisi+perlit.+Sampel+dikarakterisasi+menggunakan+XRF+dan%0D%0AXRD.+Hasil+karakterisasi+XRF+dan+XRD+perlit+menunjukkan+adanya+kandungan%0D%0Asilika+sebesar+57%2C06+%25+dan+berbentuk+fasa+quartz.+Hasil+karakterisasi+pada+mortar%0D%0Amenunjukkan+adanya+kandungan+kalsium+dan+silika+dengan+berbentuk+fasa+quartz%0D%0Adan+calcite%2C+sedangkan+setelah+dikalsinasi+berbentuk+fasa+wollastonite-2M.%0D%0A%0D%0A%0D%0AKata+kunci%3A+perlit%2C+mortar%2C+sifat+fisis%2C+kuat+tekan%2C+XRF%2C+XRD.%0D%0A+%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AThe+size+of+40+mesh+and+passes+40+mesh+with+composition+ratio+of+cement+and%0D%0Aperlite+(S%3AP)+1%3A2%2C+1%3A3%2C+1%3A4%2C+1%3A5+and+1%3A6+affect+the+physical+properties+andcompressive+strength.+The+compressive+strength+test+and+the+physical+properties%0D%0Awere+performed+before+and+after+calcination+at+1000%C2%B0C.+The+results+test+showed%0D%0Athat+the+optimum+compressive+strength+was+obtained+on+the+mortar+before+it+wascalcined+with+the+size+of+pass+40+mesh+in+the+1%3A2+composition+is+179.2+kg%2Fcm%0D%0Awhich+is+the+of+M+type+mortar%2C+supported+by+the+small+porosity+physical+properties%0D%0Aof+10%2C36+%25%2C+and+the+absorption+of+5.31+%25.+The+smallest+compressive+strength+wasobtained+on+the+mortar+after+it+was+calcined+with+size+of+40+mesh+in+the+1%3A6composition+is+4%2C62+kg%2Fcm%0D%0A2%0D%0A%2C+supported+by+high+porosity+physical+properties+of%0D%0A35%2C37+%25+and+the+absorption+is+33%2C19+%25.+The+compressive+streght+will+decreaseafter+sample+is+calcinated+and+sharply+decreased+with+increases+of+perlitecomposition.+Samples+were+characterized+using+XRF+and+XRD.+The+result+of%0D%0Aperlite+XRF+and+XRD+characterization+showed+that+silica+content+was+57%2C06+%25and+quartz+phase.+The+mortar+characterization+results+indicate+the+presence+ofcalcium+and+silica+content+in+the+form+of+quartz+and+calcite+phases%2C+whereas+aftercalcination+is+a+wollastonite-2M+phase.%0D%0A%0D%0AKeywords%3A+perlite%2C+mortar%2C+physical+properties%2C+compressive+strength%2C+XRF%2C+XRD.%0D%0A+%0D%0A2&rft.publisher=FAKULTAS+MATEMATIKA+DAN+ILMU+PENGETAHUAN+ALAM&rft.date=2018-02-14&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F30535%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F30535%2F15%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F30535%2F16%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++VIA+APRI+SETIANI+%2C+1317041048++(2018)+PENGARUH+VARIASI+UKURAN+PARTIKEL+DAN+KOMPOSISI+PERLIT+TERHADAP+SIFAT+FISIS+DAN+KUAT+TEKAN+SEBAGAI+BAHAN+MORTAR.++FAKULTAS+MATEMATIKA+DAN+ILMU+PENGETAHUAN+ALAM%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F30535%2F