Geotechnical Insights into Andesite Quarry Slope Stability: A Case Study from Desa Usul, Indragiri Hulu, Riau, Indonesia

Authors

  • Ismon Diondo Simatupang Master of Civil Engineering, Programme of Post Graduate, Universitas Islam Riau, 28284, Indonesia.
  • Husnul Kausarian Department of Geological Engineering, Universitas Islam Riau, 28284, Indonesia.
  • Elizar Master of Civil Engineering, Programme of Post Graduate, Universitas Islam Riau, 28284, Indonesia.

DOI:

https://doi.org/10.25299/jgeet.2024.9.04.20074

Keywords:

Slope Stability Analysis, Andesite Quarry, Factor of Safety (FS), Geotechnical Assessment

Abstract

This study investigates the slope stability of andesite quarries from a geotechnical and civil engineering perspective, emphasizing geological, geotechnical, and civil engineering factors influencing stability and their implications for mining and infrastructure operations. Andesite is widely used as an aggregate material in construction due to its compliance with Indonesian National Standards (SNI) for aggregate quality. Through comprehensive geotechnical assessments and slope stability analyses, the research concludes that the Andesite quarry slopes exhibit high levels of stability, supporting safe mining practices. Calculated Factor of Safety (FS) values consistently exceed safety thresholds, indicating favorable conditions for resource extraction. Slope simulations using Slide and Geoslope applications confirm the robustness of the slopes, with Safety Factor (FS) values ranging from 1.601 to 2.614. The implementation of open-cut methods, supported by meticulous slope design and blasting techniques, enhances safety and efficiency in mining operations. The study underscores the feasibility and safety of mining activities in the researched area, contributing to the advancement of mining engineering practices in volcaniclastic environments. Effective slope management strategies are essential for ensuring sustainable resource extraction while prioritizing worker safety and environmental integrity.

Downloads

Download data is not yet available.

References

Al Heib, M., Degas, M., Lecomte, A., Franck, C., 2024. Post-Mining Risk Management and multi-hazard approaches, methodology and application. MATEC Web Conf. 389, 00084.

Alonso, E.E., 1976. Risk analysis of slopes and its application to slopes in Canadian sensitive clays. Géotechnique 26, 453–472.

Aris Hasibuan, Z., Yustanti, D.E., 2023. Preparation of a Feasibility Study for The Development of Balobaloang Lompo Port, Pangkajene Islands Regency, South Sulawesi Province. jrssem 3, 258–267.

Ariyanto, A., Haryono, A.F., Adinugroho, D.C., 2020. DETERMINATION OF MINING ZONING ANDESITE, SIRTU AND TRAS MATERIALS IN PURBALINGGA DISTRICT CENTRAL JAVA. Fiziya 3, 68–77.

Cahyono, Y.D.G., Kusuma Putri, R.H., Astuti, A.D., 2022. SLOPE STABILITY ANALYSIS IN ANDESITE STONE MINING ROLAS NUSANTARA TAMBANG Ltd. IN PASURUAN REGENCY. JASMET 3, 29–35.

Carlà, T., Farina, P., Intrieri, E., Botsialas, K., Casagli, N., 2017. On the monitoring and early-warning of brittle slope failures in hard rock masses: Examples from an open-pit mine. Engineering Geology 228, 71–81.

Darmadi, D.I., 2018. ANALISIS KESTABILAN LERENG DENGAN SOFTWARE ROCSCIENCE SLIDE.

Dewi, A.P.S., Iqbal, M.M., Sutejo, Y., Dewi, R., Adhityia, B., 2022. Factors Causing Landslides on Highways in Ogan Komering Ulu Regency, South Sumatra Province. ijirss 5, 90–100.

El-Ramly, H., Morgenstern, N.R., Cruden, D.M., 2002. Probabilistic slope stability analysis for practice. Can. Geotech. J. 39, 665–683.

Frans, J.S., Nurfalaq, M.H., 2019. Geotechnical Study of The Impact of Groundwater Level For Slope Stability in Coal Mine. ind. mining, prof. jurnal 1, 12–21.

Heidrick, T.L., Aulia, K., 1993. A structural and tectonic model of the coastal plains block, Central Sumatra Basin, Indonesia.

Ismail, N.N., Ramli, A.B., Mohd Pami, S.N., 2021. Comparison of factor of safety using different method of analysis for slope stability. JAEDS 1, 52–58.

Juliantina, I., Sutejo, Y., Dewi, R., Adhityia, B.B., Rustam, R.K., 2018. Identification of Slope Stability Analysis. International Journal on Advanced Science, Engineering and Information Technology 8, 671.

Kausarian, H., Masdriyanto, S., Batara, B., Suryadi, A., Zainuddin Lubis, M., 2023a. Geomorphology and Geology Studies Using Digital Elevation Model (DEM) Data In the Watershed Area of Kampar Regency, Riau Province. Journal of Geoscience, Engineering, Environment, and Technology 8.

Kausarian, H., Redyafry, Lady, Josaphat Tetuko Sri Sumantyo, Suryadi, A., Muhammad Zainuddin Lubis, 2023b. Structural Analysis of the Central Sumatra Basin Using Geological Mapping and Landsat 8 Oli/Tirs C2 L1 Data. Evergreen 10, 792–804.

Kausarian, H., Sri Sumantyo, J.T., Kuze, H., Aminuddin, J., Waqar, M.M., 2017. Analysis of Polarimetric Decomposition, Backscattering Coefficient, and Sample Properties for Identification and Layer Thickness Estimation of Silica Sand Distribution Using L-Band Synthetic Aperture Radar. Canadian Journal of Remote Sensing 43, 95–108.

Kausarian, H., Suryadi, A., Susilo, -, Sumantyo, J.T.S., Batara, -, 2021. GIS Analysis for Flood Problem in the Big City: A Case Study in Pekanbaru City, Riau Province, Indonesia. Int. J. Adv. Sci. Eng. Inf. Technol. 11, 342–349.

Koesoemadinata, P., 1981. Stratigraphy and sedimentation, Ombilin Basin, Central Sumatra. Indonesian Petroleum Association, Proceedings 10th Annual Convention, Jakarta 217–249.

Kolapo, P., Oniyide, G.O., Said, K.O., Lawal, A.I., Onifade, M., Munemo, P., 2022. An Overview of Slope Failure in Mining Operations. Mining 2, 350–384.

Leng, D., Shi, W., Liang, F., Li, H., Yan, L., 2023. Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion. Bull Eng Geol Environ 82, 174.

Lenggono, T., Eka Putra, D.P., Setianto, A., 2019. Andesite, Construction material, Kulon Progo , Yogyakarta, Indonesia. J. Appl. Geol. 3, 22.

Lu, Y., Jin, C., Wang, Q., Li, G., Han, T., 2024. Deformation and failure characteristic of open-pit slope subjected to combined effects of mining blasting and rainfall infiltration. Engineering Geology 331, 107437.

Márkus, I.R., Rácz, Á., 2024. Relationship between the Geological Properties and Breakage Behaviour of Andesite Type Quarry Rocks.

Mordensky, S.P., Heap, M.J., Kennedy, B.M., Gilg, H.A., Villeneuve, M.C., Farquharson, J.I., Gravley, D.M., 2019. Influence of alteration on the mechanical behaviour and failure mode of andesite: implications for shallow seismicity and volcano monitoring. Bull Volcanol 81, 44.

Nguembi, I.P., Yang, L., Appiah, V.S., 2023. Safety and risk management of Chinese enterprises in Gabon’s mining industry. Heliyon 9, e20721.

Rao, B., Burman, A., Roy, L.B., Kumar, S., Kumar, A., Choudhary, S.S., 2024. Comparative analysis of 2D and 3D slope stability problems using limit equilibrium technique-based Bishop’s simplified method. Multiscale and Multidiscip. Model. Exp. and Des. 7, 1169–1184.

Ratminah, W.D., Winda, Suharyadi, H., Firmansyah, I., Pambayu, A.K., 2021. Andesite commodity estimation using 2D resistivity geoelectric analysis with Schlumberger method in Kaliglagah village, Loano district, Purworejo. Presented at the 3RD INTERNATIONAL CONFERENCE ON EARTH SCIENCE, MINERAL, AND ENERGY, Yogyakarta, Indonesia, p. 030023.

Salgueiro, P.A., Prach, K., Branquinho, C., Mira, A., 2020. Enhancing biodiversity and ecosystem services in quarry restoration – challenges, strategies, and practice. Restoration Ecology 28, 655–660.

Schaetzl, R.J., Thompson, M.L., 2015. Soils: Genesis and Geomorphology, 2nd ed. Cambridge University Press.

Sengani, F., Mulenga, F., 2020. Application of Limit Equilibrium Analysis and Numerical Modeling in a Case of Slope Instability. Sustainability 12, 8870.

Sreenivasan, G., Jha, C. S., 2022. Geospatial Technology for Geomorphology Mapping and Its Applications, in: Jha, Chandra Shekhar, Pandey, A., Chowdary, V.M., Singh, V. (Eds.), Geospatial Technologies for Resources Planning and Management, Water Science and Technology Library. Springer International Publishing, Cham, pp. 1–47.

Timalsina, H.R., 2024. Enhanced Rock Slope Stability Analysis: Integrating the Partial Factor Method into the Limit Equilibrium Method. J. Eng. Sci. 3, 53–57.

Villeneuve, M.C., Heap, M.J., 2021. Calculating the cohesion and internal friction angle of volcanic rocks and rock masses. Volcanica 4, 279–293.

Zolkepli, M.F., Ishak, M.F., Zaini, M.S.I., 2019. Slope stability analysis using modified Fellenius’s and Bishop’s method. IOP Conf. Ser.: Mater. Sci. Eng. 527, 012004.

Downloads

Published

2025-02-11

Most read articles by the same author(s)

1 2 > >>