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<title><![CDATA[PENGARUH FAKTOR AIR SEMEN TERHADAP SIFAT MEKANIK BETON LOLOS AIR]]></title>
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<namePart>Rossa Lesmana / 22-2013-033</namePart>
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<note>Beton lolos air merupakan beton yang dimodifikasi dengan mengurangi atau tidak menggunakan agregat halus, sehingga memiliki pori kurang lebih berkisar 20% yang dapat meloloskan air. Beton lolos air dapat diaplikasikan perkerasan jalan dengan intensitas kendaraan yang rendah, area parkir, ataupun trotoar jalan. Tujuan dari peneletian ini, untuk menganalisis pengaruh faktor air semen terhadap sifat mekanik beton lolos air. Faktor air semen yang digunakan yaitu 0,30; 0,35; 0,40; 0,45; dan 0,50. Perancangan campuran beton lolos air menggunakan metode Standar Nasional Indonesia (SNI) yang dimodifikasi dengan pendekatan nilai modulus halus butir pada agregat kasar. Pengujian yang dilakukan pada penelitian ini adalah kuat tekan, kuat tarik belah, kuat lentur dan permeabilitas. Kuat tekan dan tarik belah tertinggi terdapat pada campuran beton dengan faktor air semen 0,30 sebesar 17,657 MPa dan 1,577 MPa. Hal ini disebabkan kadar udara pada campuran beton dengan faktor air semen 0,30 lebih kecil. Hasil Pengujian permeabilitas beton lolos air dengan debit terbesar terdapat pada campuran 0,30 sebesar 40,431 ml/s.</note>
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