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All Journal Insignia: Journal of International Relations Jurnal Komunikasi Hukum Indonesian Perspective Jurnal Neo Societal JURNAL MUQODDIMAH : Jurnal Ilmu Sosial, Politik dan Hummaniora Jurnal Linguistik Komputasional Santhet: (Jurnal Sejarah, Pendidikan Dan Humaniora) Jurnal Administrasi Pemerintahan Desa Jurnal Pelayanan dan Pengabdian Masyarakat Indonesia Jurnal Pengabdian Masyarakat Indonesia Sejahtera Triwikrama: Jurnal Ilmu Sosial Al-Zayn: Jurnal Ilmu Sosial & Hukum Liberosis: Jurnal Psikologi dan Bimbingan Konseling Causa: Jurnal Hukum dan Kewarganegaraan Journal of ICT, Design, Engineering and Technological Science
ALI MUHAMMAD
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Journal : Journal of ICT, Design, Engineering and Technological Science

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To Stabilize Shear Strength Properties of an Unwanted Subgrade Soil Utilizing Rock Dust Qaim Shah; Kwabene Byemba; Garzali Gali; Ali Muhammad; Adnan Khan; Murad Khan
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.1

Abstract

When a pavement fails, the subgrade is displaced laterally due to the pavement absorbing water, excessive deflection, and differential settling of the material beneath the pavement. The purpose of the study is to determine how rock dust additions affect the stability and increased bearing capacity of certain soils in Mardan City. For the objective of stabilizing the native soil, the physical, chemical, and engineering qualities of the soil were investigated. The soils were then treated with additions (rock dust). Rock dust is added to soils with a percentage increase of 5%, 10%, and 15%, respectively, to stabilize soils from 0 to 85%. Atterberg limits (liquid limit, plasticity index, and plastic limit), Specific Gravity, gradations test, and direct shear test were performed on the treated sample. The exact temperature and moisture content for maturation were applied to all samples. The results of the particle size study indicated that the soil's gradation is thin. With the addition of rock dust, the plasticity index (P.I.), liquid limit (L.L.), and plastic limit (P.L.) were all reduced. With the addition of rock dust, it was discovered that the value of cohesion c reduced, and the angle of internal friction decreased. The Research revealed that rock dust, at an ideal concentration of 10%, is the best stabilizer for the case study (Toru Road, Mardan City).
Co-Authors Aditya, Moch. Adnan Khan Agung Tri Sakti Anisa Putri Adji Anwar, Umar Ardli Johan Kusuma, Ardli Johan Arsy Eza Atalla Bayu Abroor Prasetyo Bima Nugraha Budi Priyatmono Destian Hastinozwestin Fajar Iman Nugraha Farhan Anugerah Purnama Garzali Gali Gilang Perdana Asmiyanto Putra I WAYAN ANDI JULIANTIKA PUTRA Imaduddin Hamzah Iwan Kurniawan Kamariah Kamariah Karina Wenita Sitepu Kharisma Huril’in Firdaus Kwabene Byemba M.N. Patricia Simanjuntak Maskur Hidayat Maureen Wahyu Widhayanti Monica Astia Theresia Panjaitan Muhamad Yaser Muhammad Faris Humam Murad Khan Naily Fauziah Ayyasi Nuriyansyah, Bayu Rhamadhan Pasha, Muhammad Daffa Rivano Prasetio , Rizki Prasetya Adhi Nugraha Priyatmono, Budi Qaim Shah Rahel Dellavany Sinambela Ratu Arum Ningtyas Regina Ibrahim Safa Aura Faradisa Sasgin Azahra Damai Surwandono Surwandono Taufiq Kamil Tubagus Haekal Er Ghifari Tulus Warsito Ulung Pribadi, Ulung Umar Anwar Vivi Sylviani Biafri