?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+PEMASANGAN+WIREMESH+TERHADAP+SUSUT+BETON%0D%0APADA+BAGIAN+TENGAH+SEGMEN+PERKERASAN+KAKU%0D%0A%0D%0A24+JAM+PERTAMA&rft.creator=FAZA+%2C+SILMA+KHALIDA&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.subject=690+Pembangunan+gedung&rft.subject=720+Arsitektur&rft.description=Karena+proses+alamiah%2C+beton+mengalami+deformasi.+Deformasi+yang%0D%0Amelebihi+kemampuan+beton+akan+menyebabkan+retak+pada+struktur.+Pada+umumnya%0D%0Atulangan+dikenal+mampu+mengurangi+susut.+Tujuan+dari+penelitian+adalah+untuh%0D%0Amengetahui+pengaruh+penggunaan+wiremesh+pada+perkerasan+kaku+terhadap%0D%0Adeformasi+pada+24+jam+pertama+umur+beton.+Penelitian+ini+dilakukan+di+jalan+ruas%0D%0ASimpang+Korpri-Purwotani%2C+Lampung+Selatan%2C+Indonesia.+Wiremesh+M10+dimensi%0D%0A1670+mm+%C3%97+1500+mm+diletakkan+pada+kedalaman+150mm+di+tengah+segmen.%0D%0ASegmen+perkerasan+kaku+yang+digunakan+memiliki+dimensi+5000+mm+%C3%97+4500+mm%0D%0A%C3%97+300+mm.+Regangan+diperoleh+dengan+menggunakan+Embedment+Vibrating+Wire%0D%0AStrain+Gauge+(EVWSG)+yang+diletakkan+20+mm+di+atas+wiremesh+(SGwt)+dan+20%0D%0Amm+dari+permukaan+atas+perkerasan+kaku+(SGwa)+pada+segmen+yang+sama.+Selain%0D%0Aitu%2C+digunakan+perkerasan+kaku+tanpa+wiremesh+dengan+EVWSG+pada+kedalaman%0D%0A150mm+(SGtw)+pada+segmen+yang+lainnya.+Hasil+penelitian+menunjukkan+bahwa%0D%0Aregangan+atau+kembang+susut+yang+terjadi+pada+kedalaman+sekitar+150+mm+dengan%0D%0Apengaruh+wiremesh+memiliki+nilai+yang+tidak+jauh+berbeda+dengan+kembang+susut%0D%0Atanpa+pengaruh+wiremesh.+Oleh+karena+itu%2C+pada+penelitian+ini+wiremesh+tidak%0D%0Amemiliki+pengaruh+terhadap+susut+yang+terjadi+pada+24+jam+pertama+umur+beton.%0D%0ASementara%2C+susut+terkecil+terjadi+pada+kedalaman+20+mm%2C+kecuali+pada+umur+beton%0D%0A13+%E2%80%93+17+jam+akibat+suhu+udara+mencapai+nilai+yang+tinggi+pada+waktu+ini.+Pada%0D%0Apenelitian+ini%2C+hidrasi+semen+memiliki+pengaruh+yang+signifikan+terhadap+kembang%0D%0Asusut+beton%2C+sedangkan+suhu+udara+dan+kelembapan+relatif+memiliki+pengaruh+yang%0D%0Arelatif+kecil.%0D%0AKata+kunci%3A+beton%2C+deformasi%2C+perkerasan+kaku%2C+susut%2C+wiremesh%0D%0A%0D%0A%0D%0ADue+to+natural+processes%2C+concrete+undergoes+deformation.+Deformation+beyond+the%0D%0Acapacity+of+concrete+can+lead+to+cracks+in+the+structure.+Generally%2C+reinforcement+is%0D%0Aknown+to+reduce+shrinkage.+The+purpose+of+this+research+is+to+determine+the+effect%0D%0Aof+wire+mesh+usage+on+rigid+pavement+deformation+within+the+first+24+hours+of%0D%0Aconcrete+age.+This+research+was+conducted+on+the+Simpang+Korpri-Purwotani+road%0D%0Asegment+in+South+Lampung%2C+Indonesia.+M10+wiremesh+with+dimensions+of+1670%0D%0Amm+%C3%97+1500+mm+is+placed+at+a+depth+of+150+mm+in+the+middle+of+the+segment.+The%0D%0Arigid+pavement+segment+used+has+dimensions+of+5000+mm+%C3%97+4500+mm+%C3%97+300+mm.%0D%0AStrain+is+obtained+using+the+Embedment+Vibrating+Wire+Strain+Gauge+(EVWSG)%2C%0D%0Aplaced+20+mm+above+the+wiremesh+(SGwt)+and+20+mm+from+the+top+surface+of+the%0D%0Arigid+pavement+(SGwa)+in+the+same+segment.+Furthermore%2C+rigid+pavement+without%0D%0Awiremesh+is+used+with+EVWSG+at+a+depth+of+150mm+(SGtw)+in+other+segments.%0D%0AResearch+results+indicate+that+the+strain+or+shrinkage+occurring+at+a+depth+of%0D%0Aapproximately+150mm+with+the+influence+of+wiremesh+is+not+significantly+different%0D%0Afrom+shrinkage+without+the+influence+of+wiremesh.+Therefore%2C+the+smallest%0D%0Ashrinkage+occurs+at+a+depth+of+20+mm%2C+except+for+concrete+aged+13-17+hours+due+to%0D%0Ahigh+air+temperature+during+this+time.+In+this+study%2C+cement+hydration+significantly%0D%0Ainfluences+concrete+shrinkage%2C+while+air+temperature+and+relative+humidity+have%0D%0Arelatively+minor+effects.%0D%0AKeyword%3A+concrete%2C+deformation%2C+rigid+pavement%2C+shrinkage%2C+wiremesh&rft.publisher=FAKULTAS+TEKNIK&rft.date=2024-09-11&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F83250%2F1%2F1.%2520ABSTRAK%2520-%2520Faza%2520Silma.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F83250%2F2%2F2.%2520SKRIPSI%2520TANPA%2520LAMPIRAN%2520-%2520Faza%2520Silma.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F83250%2F3%2F3.%2520SKRIPSI%2520TANPA%2520BAB%25204%2520DAN%2520LAMPIRAN%2520-%2520Faza%2520Silma.pdf&rft.identifier=++FAZA+%2C+SILMA+KHALIDA++(2024)+PENGARUH+PEMASANGAN+WIREMESH+TERHADAP+SUSUT+BETON+PADA+BAGIAN+TENGAH+SEGMEN+PERKERASAN+KAKU+24+JAM+PERTAMA.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F83250%2F