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      "abstract": "Soil is one of the main materials in construction work which has an important role as a supporting medium for structural loads. This study aims to determine the effect of rice husk ash (RHA) addition on the improvement of unconfined compressive strength (UCS) of organic clay soil obtained from Cipanas District, Lebak Regency. The RHA variations used were 0%, 5%, 10%, and 15% of the dry soil weight. \r\nLaboratory tests conducted included physical properties, Standard Proctor compaction, and UCS based on relevant Indonesian National Standards (SNI). The results showed that the addition of RHA decreased the specific gravity and \r\nmaximum dry density, while increasing the optimum moisture content due to the porous and high water absorption characteristics of RHA. The UCS value increased from 0.3263 kg\/cm² (0%) to an optimum value of 0.7613 kg\/cm² at 15%, with an overall improvement of 133.3%. Hence, RHA is effective as a stabilizing agent for organic clay soil, particularly in applications requiring improved soil load-bearing capacity.",
      "date_type": "published",
      "referencetext": "Anggreana, V., & Rasyidah, R. (2024). Kajian Efektifitas Penggunaan Abu Sekam \r\nPadi sebagai Bahan Stabilisasi pada Tanah Lempung terhadap Nilai \r\nCBR. Jurnal Penelitian Rumpun Ilmu Teknik, 3(1), 321-330. \r\nArismawati, R., Lydia, E. N., Ardhyan, M. Z., & Mutia, E. (2024). Stabilisasi Tanah \r\nLempung Ekspansif Menggunakan Bahan Tambah Serbuk Gypsum dan \r\nAbu Sekam Padi. Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik \r\nInformasi, 7(1), 84-92. \r\nBadan Standarisasi Nasional. (1994). SNI 03-3637-1994 Metode Pengujian Berat \r\nIsi Tanah Berbutir Halus dengan Cetakan Benda Uji. Jakarta: Badan \r\nStandarisasi Nasional. \r\nBadan Standarisasi Nasional. (2008). SNI 1742 : 2008 Cara Uji Kepadatan Ringan \r\nUntuk Tanah. Jakarta: Badan Standarisasi Nasional. \r\nBadan Standarisasi Nasional. (2008). SNI 1964 : 2008 Cara Uji Berat Jenis Tanah. \r\nJakarta: Badan Standarisasi Nasional. \r\nBadan Standarisasi Nasional. (2008). 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Pengaruh Penambahan \r\nCampuran Kapur Dan Abu Sekam Padi Pada Stabilisasi Tanah Gambut \r\nTerhadap Nilai Kuat Tekan Dan Kuat Geser (Studi Kasus: Kecamatan \r\nAlalak, Kabupaten Barito Kuala, Provinsi Kalimantan Selatan). Jurnal \r\nKacapuri: Jurnal Keilmuan Teknik Sipil, 5(1), 92-103.    \r\nSuryadharma, H., & Hatmoko, J. T. (2020). Perbaikan Tanah Lempung Berkapur \r\nDengan Abu Sekam Padi. Jurnal Tekno, 17(1), 1-13. \r\nStanislaus, S., & Prihatiningsih, A. (2019). Studi Perbandingan Percampuran 4 \r\nJenis Limbah Yang Sulit Didaur Ulang Terhadap Peningkatan Properti \r\nTanah. JMTS: Jurnal Mitra Teknik Sipil, 117-124. \r\nSoedarmo, Ir. G. D. & Purnomo, Ir. S. J. E. (1993). Mekanika Tanah 1. Malang: \r\nKanisius. \r\nSopyan, Moh. (2023). Pengaruh Semen Slag Untuk Stabilisasi Tanah Lempung \r\nTerhadap Nilai Kuat Tekan Bebas (Studi Kasus : Jalan Desa Sudimanik, \r\nKec. Cibaliung, Kab. Pandeglang). (Skripsi Sarjana, Universitas Sultan \r\nAgeng Tirtayasa). \r\nSipiq, G. (2022). Soil Stabilization With A Mixture Of Rice Husk Ash And Lime: \r\nA Literature Review For Road Construction Applications. Innovative \r\nResearch \r\nin \r\nCivil \r\nand \r\nEnvironmental \r\nEngineering, \r\nhttps:\/\/doi.org\/10.70134\/ircee.v2i1.327 sihojurnal.com \r\n2(1). \r\nUntu, M. A., Mandagi, A. T., & Sumampouw, J. E. (2022). Pengaruh Penggunaan \r\nJerami Padi dan Gypsum Sebagai Bahan Stabilisasi Pada Tanah Lempung \r\nEkspansif. JURNAL SIPIL STATIK, 8(6).   \r\nWong, I. L. K., Apriyani, I., & Sriwinda, E. (2023). Pengaruh Penambahan Abu \r\nSekam Padi dan Kapur Terhadap Tanah Lempung di Tawalian Timur \r\nKabupaten Mamasa. Paulus Civil Engineering Journal, 5(3), 426-437.",
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