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<title><![CDATA[KAJIAN PENGARUH DERAJAT KEJENUHAN SUBGRADE TERHADAP TEBAL PERKERASAN]]></title>
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<namePart>0403026701 - Dr. Imam Aschuri, Ir., M.T.</namePart>
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<namePart>Reza Ramadhan / 22 2012 227</namePart>
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<note>Tanah dasar merupakan lapisan paling bawah dalam struktur perkerasan jalan yang berfungsi sebagai pendukung konstruksi yang berada diatasnya. Tujuan dari penelitian ini untuk mengetahui pengaruh derajat kejenuhan tanah dasar terhadap daya dukung tanah dasar yang merupakan parameter untuk mendesain tebal perkerasan. Parameter daya dukung tanah dasar dalam Manual Desain Perkerasan 2017 berupa nilai CBR tanah dasar. Dalam penelitian ini, dilakukan pengujian CBR laboratorium dengan menggunakan kadar air optimum pada sampel tanah melalui pengujian kompaksi. Dari pengujian tersebut mendapatkan nilai CBR tanah dasar dengan variasi muka air tanah pada sampel. Hasil penelitian ini didapatkan bahwa muka air tanah dasar semakin naik maka nilai CBR tanah dasar akan semakin turun, penurunannya berkisar 51%. Jika CBR tanah dasar semakin turun maka lapis pondasi agregat akan semakin tebal, kenaikan ketebalannya berkisar 70%.</note>
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