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All Journal Jurnal Teknik Sipil U Karst Syntax Literate: Jurnal Ilmiah Indonesia JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Portal: Jurnal Teknik Sipil Andalasian International Journal of Applied Science, Engineering, and Technology Mejuajua International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET) JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Jurnal Ilmiah Teknik Sipil Agregat Blend Sains Jurnal Teknik Innovative: Journal Of Social Science Research Buletin Utama Teknik VISA: Journal of Vision and Ideas Jurnal Ilmiah Teknik Sipil dan Arsitektur (JITAS) INERSIA Jurnal Pengabdian Mitra Masyarakat Prosiding Seminar Nasional Ilmu Teknik PATRIOTIK: Jurnal Inovasi dan Pemberdayaan Masyarakat
Tika Ermita Wulandari
Universitas Medan Area, Indonesia
Religion Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Neuroscience Public Health Social Sciences Transportation Other

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Journal : Innovative: Journal Of Social Science Research

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The Effect of The Preloading Method on Soil Consolidation Time at Binjai-Pangkalan Berandan Toll Road Sta 38+825 Ramadhan, Fikri; Wulandari, Tika Ermita
Innovative: Journal Of Social Science Research Vol. 5 No. 2 (2025): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v5i2.18760

Abstract

Infrastructure development often faces challenges due to soft soil conditions, as encountered in the Binjai-Pangkalan Berandan Toll Road Construction Project at STA 38+825. Soft soil has low permeability, low bearing capacity, and a long consolidation period, making soil improvement necessary before construction. One commonly used method is preloading, which involves applying an initial load with temporary embankments to accelerate the soil consolidation process. This study aims to analyze the effect of the preloading method on the acceleration of soil consolidation time and the magnitude of soil settlement at the project site. The analysis was conducted using an analytical approach based on field soil test data, such as boring log data, Standard Penetration Test (SPT) data, and other soil parameters. The calculations were performed using Terzaghi’s One-Dimensional Consolidation Theory. The results show that the preloading method can accelerate the soil consolidation process to achieve 90% consolidation in 249 days. The total settlement observed during the preloading process was 65.246 cm. These findings indicate that the preloading method is effective in soft soil conditions to improve soil stability before the main construction phase begins.
Co-Authors Abdinata, Dwi Jaya Ahmad Tulus Kurniawan Aulia Akbar Dilla Adinda Meilia Hermansyah Hutagaol, Samuel Parlindungan Jhon Fernando Siagian Kamaluddin Kamaluddin Lubis, Faiz Azmi Maghfirah Maghfirah Mahda, Nuril Marwan Marwan Melloukey Ardan Mitra Musika Lubis Moerni, Saufa Yardha Muhammad Alman Falathi Muhathir, Muhathir Nainggolan, Unicolas Satria Oktavianus Purba, Musa Affandy Ramadhan, Fikri Rambe, Yunita Syafitri Rindi Oktaviana Roesyanto Rudi Iskandar Samsul A Rahman Sidik Hasibuan Saragih, Muhammad Sultan Mubaraq sari, Nela Permata Sianipar, Aris Julianto Sianturi, Pernando Wijaya Suranto Suranto Suranto Suranto Surbakti, Rudianto Susilawati, Susilawati Syahputra, Ananda Tommy Prasetyo Wibowo Unicolas Satria Oktavianus Nainggolan Wibowo, Tommy Prasetyo william, Jean Yopan Rahmad Aldori Yulina, Eva Yuni Erlianti Laia