?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+PENGGUNAAN+TULANGAN+WIREMESH%0D%0ATERHADAP+DEFORMASI+PERKERASAN+KAKU+USIA+DINI&rft.creator=INDAH+SUCI+%2C+CAHYANI&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.subject=720+Arsitektur&rft.description=Perkerasan+kaku+adalah+suatu+perkerasan+jalan+yang+menggunakan+beton+sebagai%0D%0Abahan+utamanya.+Namun%2C+karena+material+utamanya+adalah+beton+maka+pengaruh%0D%0Akembang-susut+menjadi+salah+satu+faktor+kinerja.+Apabila+beton+tidak+mampu%0D%0Amenahannya%2C+ikatan+menjadi+putus+sehingga+mengurangi+kekuatan+dan+stabilitas%0D%0Ajalan+serta+mempengaruhi+kualitas+kenyamanan+lalu+lintas.+Karenanya+diperlukan%0D%0Aperlakuan+yang+sesuai+untuk+meningkatkan+kemampuan+beton+dalam+berdeformasif.%0D%0APenelitian+ini+bertujuan+mengetahui+pengaruh+pemasangan+wiremesh+terhadap%0D%0Adeformasi+beton+pada+perkerasan+kaku+saat+usia+dini.+Variabel+yang+diteliti+meliputi%0D%0Aperkerasan+kaku+menggunakan+wiremesh+yang+dipasang+di+sudut+karena+banyak%0D%0Akerusakan+terjadi+di+bagian+sudut.+Uji+yang+dilakukan+meliputi+uji+kuat+tekan+dan%0D%0Auji+susut.+Sampel+uji+kuat+tekan+berupa+beton+kubus+dengan+dimensi+15+cm+%C3%97+15%0D%0Acm+%C3%97+15+cm+sebanyak+buah.+iiuji+pada+umur+4+jam+kemudian+dianalisis%0D%0Amenggunakan+metode+dixon.+Sampel+uji+susut+berupa+perkerasan+kaku+berukuran+5%0D%0Am+%C3%97+%2C5+m+%C3%97+0%2C+m.+Pengamatan+pada+uji+susut+dilakukan+selama+4+jam+dengan%0D%0Apembacaan+setiap+15+menit.+Hasil+penelitian+menunjukkan+rata-rata+kuat+tekan%0D%0Abeton+pada+umur+1+hari+sebesar+1+%2C6+MPa+atau+48%2C45%25+dari+kekuatan+rencana+mutu%0D%0Abeton.+Pemasangan+tulangan+wiremesh+pada+perkerasan+kaku+tidak+menunjukkan%0D%0Apengaruh+yang+signifikan+pada+5+jam+pertama.+Namun%2C+sejak+6+jam+mulai+terlihat%0D%0Aperbedaan+deformasi+antara+perkerasan+kaku+dengan+dan+perkerasan+kaku+tanpa%0D%0Awiremesh.+Wiremesh+mampu+mengurangi+susut+rata-rata+10%2C+91%25.+ieformasi+usia%0D%0Adini+terutama+disebabkan+oleh+reaksi+kimia%2C+dan+menentukan+deformasi+selanjutnya.%0D%0A%0D%0AKata+kunci%3A+Beton%2C+ieformasi%2C+Usia+Awal%2C+Perkerasan+Kaku%2C+Wiremesh%0D%0A%0D%0A%0D%0ARigid+pavement+is+a+pavement+that+uses+concrete+as+main+material.+However%2C+since%0D%0Athe+main+material+is+concrete%2C+the+influence+of+shrinkage+is+one+of+the+performance%0D%0Afactors.+If+the+concrete+is+unable+to+withstand+it%2C+the+bond+is+broken%2C+which+reduces%0D%0Athe+strength+and+stability+of+the+road+and+affects+the+quality+of+traffic+comfort.%0D%0ATherefore%2C+appropriate+treatment+is+needed+to+improve+the+deformability+of+concrete.%0D%0AThis+study+aims+to+determine+the+effect+of+wiremesh+installation+on+concrete%0D%0Adeformation+in+early+age+rigid+pavement.+The+variables+studied+include+rigid%0D%0Apavement+using+wiremesh+installed+at+corners+because+a+lot+of+damage+occurs+at%0D%0Athe+corners.+The+tests+carried+out+include+compressive+strength+test+and+shrinkage%0D%0Atest.+The+compressive+strength+test+sample+is+a+concrete+cube+with+dimensions+of+15%0D%0Acm+%C3%97+15+cm+%C3%97+15+cm+as+many+as+3+pieces.+Tested+at+the+age+of+24+hours+and+then%0D%0Aanalyzed+using+the+Dixon+method.+The+shrinkage+test+sample+was+a+rigid+pavement%0D%0Ameasuring+5+m+%C3%97+4.5+m+%C3%97+0.3+m.+Observations+on+the+shrinkage+test+were+made+for%0D%0A24+hours+with+readings+every+15+minutes.+The+results+showed+that+the+average%0D%0Acompressive+strength+of+concrete+at+the+age+of+1+day+was+14.64+MPa+or+28.25%25+of%0D%0Athe+strength+of+the+concrete+quality+plan.+The+installation+of+wiremesh+in+rigid%0D%0Apavement+did%E2%80%99nt+show+a+significant+effect+in+the+first+5+hours.+However%2C+since+6+hours%2C%0D%0Athe+difference+in+deformation+between+rigid+pavement+with+and+rigid+pavement%0D%0Awithout+wiremesh+began+to+be+seen.+Wiremesh+was+able+to+reduce+shrinkage+by+an%0D%0Aaverage+of+10.91%25.+Early+age+deformation+is+mainly+caused+by+chemical+reactions%2C%0D%0Aand+determines+subsequent+deformation.%0D%0AKey+words%3A+Concrete%2C+Deformation%2C+Early+Age%2C+Rigid+Pavement%2C+Wiremesh&rft.publisher=FAKULTAS+TEKNIK&rft.date=2024-07-15&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81953%2F1%2FAbstrak_2015011076_Indah%2520Suci%2520Cahyani%2520-%2520Indah%2520Suci.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81953%2F2%2FBab%2520I%2520-%2520V_2015011076_Indah%2520Suci%2520Cahyani%2520-%2520Indah%2520Suci.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F81953%2F3%2FBab%2520I%2520-%2520V%2520%2528Tanpa%2520Pembahasan%2529_2015011076_Indah%2520Suci%2520Cahyani%2520-%2520Indah%2520Suci.pdf&rft.identifier=++INDAH+SUCI+%2C+CAHYANI++(2024)+ANALISIS+PENGGUNAAN+TULANGAN+WIREMESH+TERHADAP+DEFORMASI+PERKERASAN+KAKU+USIA+DINI.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F81953%2F