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<title><![CDATA[PENGARUH SUBSTITUSI PARSIAL LIMBAH KARBIT DAN ABU SEKAM PADI TERHADAP KUAT TEKAN BETON GEOPOLIMER]]></title>
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<namePart>Erma Desimaliana, S.T., M.T.</namePart>
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<namePart>DELLA NANDA AMELYA / 222020048</namePart>
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<note>Dalam upaya mengurangi dampak lingkungan, beton geopolimer menjadi salah satu inovasi material konstruksi yang ramah lingkungan dan memanfaatkan limbah industri, seperti limbah karbit dan abu sekam padi. Kandungan silika (SiO2) dan alumina (Al2O3) pada kedua limbah berfungsi sebagai bahan pozzolan dalam reaksi geopolimerisasi. Metode eksperimen dilakukan dengan variasi substitusi fly ash dengan limbah karbit sebesar 5%, 10%, 15%, dan 50%, serta kombinasi limbah karbit dan abu sekam padi sebesar 5%, 10%, dan 15%. Pengujian dilakukan pada umur 7, 14, dan 28 hari untuk mengetahui nilai kuat tekan beton geopolimer. Hasil penelitian pada campuran 70% FA : 15% LK : 15% ASP mencapai kuat tekan sebesar 24,288 MPa. Hal tersebut membuktikan bahwa kombinasi limbah karbit dan abu sekam padi dapat digunakan untuk meningkatkan kuat tekan beton geopolimer secara signifikan.
Kata Kunci: Beton geopolimer, limbah karbit, abu sekam padi, kuat tekan.</note>
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