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All Journal International Journal of Advances in Applied Sciences Jurnal Ilmiah MTG Seminar Nasional Teknik Kimia Kejuangan Proceeding Seminar LPPM UMP Tahun 2014 Techno LPPM Jurnal Mineral, Energi dan Lingkungan Jurnal Mineral, Energi dan Lingkungan Journal of Applied Sciences, Management and Engineering Technology (JASMET) Dharma: Jurnal Pengabdian Masyarakat Jurnal Ilmiah Geologi pangea Asian Journal of Social and Humanities
Heru Sigit Purwanto
Universitas Pembangunan Nasional Veteran Yogyakarta, Indonesia
Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Physics Social Sciences

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Journal : International Journal of Advances in Applied Sciences

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Rock slope kinematics analysis by Markland method of the Bener District, Purworejo Regency, Central Java, Indonesia Sari Bahagiarti Kusumayudha; Azwar Thamrin; Heru Sigit Purwanto
International Journal of Advances in Applied Sciences Vol 12, No 2: June 2023
Publisher : Institute of Advanced Engineering and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11591/ijaas.v12.i2.pp111-120

Abstract

Bener District, Purworejo Regency, Central Java, Indonesia, located in the Kulon Progo Mountains can be classified as a high-risk area. Many experts and researchers have studied landslides, but there has been little research on rock slope kinematics. In fact, when such a rock slope is unstable and poorly monitored, it has the potential to endanger the community or facilities at the adjacent site. This is why slope kinematics research is required. To complete this study, rock kinematics analysis using the Markland method was performed on six representative slopes. The assessment results show that Kaliwader slope A, Kaliwader slope B, and Argosari slope each tend to collapse with wedge failure, Kaliwader slope D and Wadas slope have the potential for wedge failure and planar slide, but Kaliwader slope C does not. Despite their steep inclination, slopes that are likely to fail are strongly related to the presence of geologic structures, particularly joints, and faults, at the sites. The findings of this study will be helpful in the development of landslide vulnerability zones in the context of disaster mitigation.
Co-Authors Agus Harjanto Agustinus Isjudarto Aris Luppa Azwar Thamrin Azwar Thamrin Bambang Sugiarto Bambang Sugiarto Bambang Sugiarto Barlian Dwinagara Boyke Muhammad Khadafi C. Danisworo Christophe, James Dedi Fatchurohman Dedi Fatchurohman Delvianus Kaesmetan Edy Winarno Fatchurohman, Dedi Gomes, Nazario Herian Sudarman Hemes Herry Riswandi Herry Sulistiyo Irfandi, Fauzan Kurniawan, Oki Kusumayudha, Sari Bahagiarti Okki Verdiansyah Pratomo, Septyo Uji Rinhard J.P. Sinaga Sari Agustini Sari B. Kusumayudha Sari Bahagiarti Kusumayudha Sari Bahagiarti Kusumayudha Siahaan, Boi Haris Soesilo, Joko Sutarto Sutarto T. Listyani R.A T. Listyani R.A Tara Shinta Dewi Yanuar Nursani Indriani