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All Journal Teknika Jurnal Bahan Alam Terbarukan CHEMICA Jurnal Teknik Kimia Jurnal Dinamika Penelitian Industri Jurnal Teknologi Agroindustri Journal Of Chemical Process Engineering (JCPE) JURNAL KONVERSI Jurnal Distilasi Jurnal Redoks Martabe : Jurnal Pengabdian Kepada Masyarakat Journal of Engineering and Scientific Research (JESR) Jurnal Tekno Jurnal Riset Teknologi Industri PUBLIKASI PENELITIAN TERAPAN DAN KEBIJAKAN Majalah Tegi Aptekmas : Jurnal Pengabdian Kepada Masyarakat Journal Of Chemical Process Engineering International Journal of Information Engineering and Science
Kiagus Ahmad Roni
Teknik Kimia, Universitas Muhammadiyah Palembang
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Journal : International Journal of Information Engineering and Science

 1 
Changes in the Physical and Mechanical Properties of Clay Soil Due to Stabilization with Lime Ferly Indra Putra; Kiagus Ahmad Roni; Sri Martini
International Journal of Information Engineering and Science Vol. 2 No. 2 (2025): May : International Journal of Information Engineering and Science
Publisher : Asosiasi Riset Teknik Elektro dan Infomatika Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62951/ijies.v2i2.295

Abstract

Clay soil stabilization is a crucial process to enhance the soil's bearing capacity and stability, making it more suitable for construction purposes. Stabilizing clay soils improves their mechanical properties, reduces swelling, and increases their load-bearing capacity, which is essential for the foundation of various structures. This study aims to investigate the effect of lime (CaO) addition and curing time on the physical properties of clay soil, particularly focusing on unconfined compressive strength (qu) and overall soil stability. The experimental methodology involved applying different percentages of lime content (ranging from 3% to 7%) and varying curing times (7, 14, and 28 days). The soil samples were tested for their unconfined compressive strength after each combination of lime content and curing duration. The results indicated that the addition of 5% lime (CaO) and curing for 14 days led to a significant improvement in the unconfined compressive strength by 153.3%, compared to the untreated clay soil. Furthermore, increasing the curing time beyond 14 days did not show substantial improvements in strength, suggesting that 14 days is the optimal curing period for this combination. The study also highlighted that the lime treatment not only enhanced the mechanical properties but also reduced the plasticity of the clay, making it more stable and easier to handle during construction. Based on these findings, it can be concluded that the appropriate combination of lime content and curing time plays a significant role in improving the stability of clay soils. This research provides valuable insights into optimizing soil stabilization techniques, offering an effective solution for enhancing soil properties for engineering applications
Co-Authors Apriani, Yosi Arief Prasetyo Bela Marselia Dian Kharisma Dewi Eddy Hamid Elfidiah Elfidiah Elfidiah, Elfidiah Erna Y uliwati Erna Yuliwati Evy Kurniati Ferly Indra Putra Hakim, Dimas Tirtayasa Rachman Indra Pratama Kharismadewi, Dian Legiso, Legiso Maulidi, Muhammad Delika Miftahul Jannah, Deri Muhammad Roy Tri Handono Mustakim, Imam Netty Herawati Netty Herawati Netty Herawati Panji Nugroho, Dimas Rahman, Arman Aulia Rahman, Arman Aulia Rifdah, Rifdah Rifdah, Rifdah RR. Ella Evrita Hestiandari Sofiah Sofiah Sri Martini Sri Martini Sri Martini Taufik Barlian Tri Amrullah Tri Susanto Tri Susanto Tri Susanto Tri Susanto Yudha Widaputra Zahrul Mufrodi, Zahrul