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<title><![CDATA[PENGARUH GRADASI AGREGAT TERHADAP SIFAT MEKANIK BETON LOLOS AIR]]></title>
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<namePart>0415128905 - Erma Desmaliana, S.T.,M.T</namePart>
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<namePart>Wira Yuda Saputra  / 22 2013 015</namePart>
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<note>Beton lolos air adalah jenis beton khusus yang memiliki rongga sehingga memungkinkan air bisa melewatinya. Sebagaimana material pembentuk beton pada umumnya, beton lolos air juga memerlukan agregat kasar sebagai campuran tetapi tidak menggunakan pasir. Beton lolos air bisa diaplikasikan di perkerasan jalan.Tujuan dari penelitian ini, untuk menganalisis pengaruh gradasi agregat terhadap sifat mekanik beton lolos air. Gradasi yang digunakan adalah gradasi menerus, seragam, dan sela. Perancangan komposisi beton menggunakan metode Standar Nasional Indonesia (SNI). Pengujian yang dilakukan pada penelitian ini adalah kuat tekan, kuat tarik belah, kuat lentur, dan permeabilitas. Kuat tekan, tarik belah, dan lentur tertinggi terdapat pada campuran beton gradasi sela sebesar 13,71, 1,62, dan 1,55 MPa. Hal ini dikarenakan pada gradasi sela mempunyai kadar udara yang lebih kecil. Hasil permeabilitas dengan debit tertinggi terdapat pada campuran gradasi seragam sebesar 39,27 ml/detik. Hasil ini membuktikan gradasi seragam mempunyai kadar udara yang lebih besar.</note>
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