Article Per Year (5 Year)
p-Index From 2020 - 2025
2.707
P-Index
This Author published in this journals
All Journal Jurnal Ilmu Lingkungan Jurnal Deformasi E-Dimas: Jurnal Pengabdian kepada Masyarakat SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan INTECOMS: Journal of Information Technology and Computer Science JURNAL PENDIDIKAN TAMBUSAI Jurdimas (Jurnal Pengabdian Kepada Masyarakat) Royal Borneo Engineering : Jurnal Teknik Sipil Jurnal Abdimas Mandiri Jurnal Tekno Global JMTS: Jurnal Mitra Teknik Sipil Jurnal Teknik Sipil Jurnal Teknik Sipil Institut Teknologi Padang Jurnal Penelitian Mahasiswa Teknik dan Ilmu Komputer (JUPITER) Journal of Civil Engineering and Vocational Education Jurnal Teknik Sipil Jurnal Kognisia
Amalia, Ghina
Unknown Affiliation
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

Published : 18 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : Jurnal Teknik Sipil

 1 
Karakteristik Parameter Kuat Geser Tanah pada Lereng Akibat Perubahan Kadar Air Tanah Amalia, Ghina; Minaka, Utari Sriwijaya; Aprilianda, Aprilianda
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.7509

Abstract

The slope failure that occurred on the slope is indicated to be caused by an increase in soil mass due to the increase in water content filling the soil pores, which affects the soil properties, especially shear strength as one of the mechanical properties of soil. This study aims to analyze the effect of changes in soil water content on the shear strength of the slope. The study used disturbed soil samples taken at the edge of the slope on the Manna-Pagaralam Road section and were dried. Compaction testing was conducted to obtain the optimum water content (OWC) value, which represents the middle value of the variation in soil water content in the test samples. The variation of the test samples includes OWC-20%OWC, OWC-10%OWC, OWC, OWC+10%OWC, and OWC+20%OWC. The shear strength of the soil was obtained through Direct Shear testing. According to the USCS standard, the soil is classified as sandy clay soil. The Direct Shear testing results showed the highest cohesion (c) value in the OWC variation or at the Optimum Water Content variation, which is 2.796 kPa. This is because the cohesion value occurs in the fine particles, namely clay, which is influenced by the intergranular water content. Meanwhile, the highest internal friction angle value was obtained in the OWC-10%OWC variation, which is 32.15o. This is because the internal friction angle value occurs in the coarse particles, namely sand particles, where friction decreases as the water content filling the soil pores increases.
Co-Authors Aprilianda, Aprilianda Aulia, Mutia Dwi Baniva, Ratih Bastam, Mukhlis Nahriri Budi Heri Pirngadie, Budi Heri Dadang Dwi Septiyan, Dadang Dwi daiyan, Muhammad Daiyan Saputra Ermina Istiqomah, Ermina Febriandi, Yusuf Febriyanti Panjaitan Firmansyah, Ockta Henggar Risa Destania, Henggar Risa Jayanti, Siti Nur Afia Khairunnisa, Yessi Minaka, Utari Sriwijaya Nisumanti, Sartika Nurani, Aulia Nurmeyliandari, Revianty Parwanti, Sri Rahmadani, Ifal Rahmah, Andini Rasiban Siddiq, M. Zaenal Ramdhani A. Sukma Noor Akbar Syamsul Rizal Tati Harihayati Mardzuki Trikarno, Mohamad Anugrah Uanza, Roby Usman, Fathoni Widianti, Utami Dewi Yuliany, Eka Haryati