?url_ver=Z39.88-2004&rft_id=1715011035&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PEMANFAATAN+LIMBAH+PLASTIK+BEKAS+GELAS+KEMASAN+UNTUK+MENINGKATKAN+KEKUATAN+CAMPURAN+BETON+SEBAGAI+BAHAN+RIGID+PAVEMENT&rft.creator=Calosa%2C+Evanthe&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Beton+merupakan+bahan+utama+dari+perkerasan+kaku%2C+dimana+beton+dapat+menahan+kuat+tekan+dan+lemah+terhadap+kuat+tarik.+Kuat+tarik+lentur+pada+perkerasan+kaku+sendiri+merupakan+tolak+ukur+dalam+perkerasan+beton.+Untuk+meningkatkan+nilai+kuat+tarik+lentur+tersebut+dapat+dilakukan+dengan+menambahkan+serat+ke+dalam+campuran+beton.+Adapun+tujuan+penelitian+ini+untuk+mengetahui+pengaruh+penambahan+potongan+limbah+plastik+bekas+gelas+kemasan+berbahan+polypropylene+terhadap+kuat+tekan+dan+kuat+tarik+lentur+beton.%0D%0APada+penelitian+ini+penambahan+potongan+limbah+plastik+bekas+gelas+kemasan+menggunakan+volume+fraksi+0%25%2C+0%2C1%25%2C+0%2C3%25%2C+0%2C5%25%2C+dan+0%2C7%25+terhadap+volume+adukan+beton.+Penggunaan+benda+uji+pada+penelitian+ini+berbentuk+silinder+dengan+ukuran+diameter+15+cm+dan+tinggi+30+cm+untuk+uji+kuat+tekan+dan+balok+berukuran+15+x+15+x+60+cm+untuk+uji+kuat+tarik+lentur.+Pengujian+dilakukan+setelah+beton+berumur+28+hari.++%0D%0AHasil+penelitian+yang+didapatkan+yaitu+kuat+tekan+mengalami+penurunan+seiring+bertambahnya+serat+dalam+campuran+beton.+Kuat+tarik+lentur+maksimum+terjadi+pada+penambahan+serat+plastik+pada+volume+fraksi+0%2C1%25+dengan+peningkatan+23%2C75%25+dibandingkan+dengan+kuat+tarik+lentur+beton+normal.+Akibat+dari+penambahan+serat+plastik+pada+campuran+beton+juga+menurunkan+kelecakan+dari+campuran+beton.%0D%0AConcrete+is+the+main+material+of+rigid+pavement+that+can+withstand+compressive+strength+and+weak+to+tensile+strength.+Flexural+tensile+strength+on+rigid+pavement+itself+is+a+benchmark+in+concrete+pavement.+To+increase+the+value+of+the+flexural+tensile+strength+can+be+done+by+adding+fiber+to+the+concrete+mixture.+The+purpose+of+this+study+was+to+determine+the+effect+of+the+addition+of+plastic+waste+from+plastic+packaging+made+of+polypropylene+on+the+compressive+strength+and+flexural+tensile+strength+of+concrete.%0D%0AIn+this+study%2C+the+addition+of+used+plastic+waste+pieces+from+packaged+glass+used+fractional+volumes+of+0%25%2C+0.1%25%2C+0.3%25%2C+0.5%25%2C+and+0.7%25+of+the+volume+of+concrete+mixture.+The+samples+for+this+study+were+a+cylinder+with+a+diameter+of+15+cm+and+a+height+of+30+cm+for+the+compressive+strength+test+and+a+beam+measuring+15+x+15+x+60+cm+for+the+flexural+tensile+strength+test.+The+test+was+carried+out+after+the+concrete+had+been+28+days+old.%0D%0AThe+result+of+this+research+is+the+compressive+strength+decreased+along+with+the+amount+escalation+of+fiber+to+the+concrete+mixture.+The+flexural+tensile+strength+maximum+occur+of+the+addition+of+plastic+fibers+at+2%25+volume+fraction+increased+by+23%2C75%25+compared+to+flexural+tensile+strength+of+normal+concrete.+As+a+result+of+adding+plastic+fibers+to+the+concrete+mixture%2C+it+also+decreased+the+workability+of+the+concrete+mixture.%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2022-05-30&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F64062%2F1%2FABSTRAK%2520SKRIPSI_EVANTHE%2520CALOSA_1715011035.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F64062%2F2%2FDRAFT%2520SKRIPSI%2520FULL%2520%2528TTD%2529_EVANTHE%2520CALOSA_1715011035.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F64062%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN%2520%2528TTD%2529_EVANTHE%2520CALOSA_1715011035.pdf&rft.identifier=++Calosa%2C+Evanthe++(2022)+PEMANFAATAN+LIMBAH+PLASTIK+BEKAS+GELAS+KEMASAN+UNTUK+MENINGKATKAN+KEKUATAN+CAMPURAN+BETON+SEBAGAI+BAHAN+RIGID+PAVEMENT.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F64062%2F