Slope Stability Analysis Using the Rock Structure Rating (RSR) Method And Atterberg Limit at Riau - West Sumatra Cross road Km 165 Harau Subdistrict, Lima puluh Kota Regency, West Sumatra Province
DOI:
https://doi.org/10.25299/jgeet.2024.9.2.15499Keywords:
Rock Structure Rating (RSR), Atterberg Limits, Slope Stability, LandslideAbstract
Stability on the slope was considered important for the safety of people who pass through the highway. Failure of slopes on highways can cause losses especially roads had an important role in community activities. The research was located on the Riau – West Sumatra Km 165. The purpose of this research was to find out treatment or mitigation that can be given to the research slope and know the soil classification based on the analysis Atterberg Limit. The research slope was divided into 3 parts using analytical Rock Structure Rating (RSR) method based on different slope conditions. And 1 part of the slope that has become soil using the analytical method Atterberg Limit. Treatment or mitigation that can be given to the research slope, namely the use of rock shopandshotcrete based on the RSR diagram and the use of rock embankments to resist landslides.
Downloads
References
Atteberg, A. (1911), Uber Die Physikalishe Bodenuntersuchung Und Uber Die Plastizitatder Tone, Int. Mitt.Boden,Vol .1.
Bieniawski, Z. T., 1989. Engineering Rock Mass Classification. Mining and Mineral Resources Research Institute. The Pennsylvania State University.
Bowles, E.J. 1989. Trait-Trait Fisis dan Geoteknik Tanah. PT. Erlangga. Jakarta.
Casagrande, A. (1948), Classification and Identifications to Soil Mechanics, ASCE
Choanji, T. (2016). Slope Analysis Based On SRTM Digital Elevation Model Data: Study Case On Rokan IV Koto Area And Surrounding. Journal of Dynamics, 1(2), 71–75.
Choanji, T., Yuskar, Y., Putra, D. B. E., Cahyaningsih, C., & Sakti, W. (2018). Clustering Slope Stability from Using Drone DEM Lineament Extraction And Rock Mass Rating In Pangkalan Koto Baru , West Sumatra , Indonesia. Journal of Applied Geospatial Information (JAGI), 2(2), 124–129.
Das, B.M. 1995. Mekanika Tanah (Prinsip-Prinsip Rekaya Geoteknis). Jilid I. Terjemahan Erlangga, Jakarta.
Hardiyatmo, H.C. Mekanika Tanah I. Jakarta: PT. Gramedia Pustaka Umum. 1992
Irfan, T.Y dan Dearman, W.R., 1978. Engineering classification and index properties of a weathered granite. Bull.Int. Assoc. Eng. Geol., 17: 79-90.
ISRM, 1981. Comission on classification of rock and rock masses, Basic geothecnical description of rock masses. Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 18: 85-110
Iswanto & Raharja. 2009. Sistem Peringatan Dini Tanah Landslide Berbasis ATMEGA8535. Jurnal Informatika. Yogyakarta.
Kausarian, H., Shamsudin, A. R., & Yuskar, Y. (2014). Geotechnical and Rock Mass Characterization Using Seismic Refraction Method at Kajang Rock Quarry, Semenyih, Selango r Darul Ehsan. And Authors Pages, 13, 12.
Korach, T & Sarajar, A.N. 2014. Analisis Kestabilan Lereng dengan Metode Jambu (Studi Kasus: Kawasan Citraland). Jurnal Sipil Statik. Vol 2/No. 1, (22-28) ISSN: 2337-6732, Januari 2014
Putra, D. B. E., & Choanji, T. 2016. Preliminary Analysis of Slope Stability in Kuok and Surrounding Areas. Journal of Geoscience, Engineering, Environment, and Technology, 1(1), 41–44.
Putra, D. B. E., Yuskar, Y., Cahyaningsih, C., & Khairani, S. (2017). ROCK MASS CLASSIFICATION SYSTEM USING ROCK MASS RATING (RMR) OF A CUT SLOPE IN RIAU–WEST SUMATRA ROAD. PROCEEDNG ICoSET, 8, 106.
Santosa, Budi dkk. 1998. Dasar Mekanika Tanah. Penerbit Gunadarma.
Silitonga P.H. & Kastowo, 1995: Peta Geologi Lembar Solok, Sumatera, Peta Geologi bersistem Sumtera, PPPG, Bandung.
Sustriani, Yunita. 2012. Pengaruh Struktur Kekar Terhadap Kestabilan Lefreng Dinding Bagian Barat Daya dan Timur Laut Pada Desain Fase 6 Tambang Batu Hijau PT Newmont Nusa Tenggara.
Wickham, G.E.; Tiedemann, H.R.; Skinner, E.H. (1972). "Support determination based on geologic predictions". In Lane, K.S.; Garfield, L.A. (eds.). Proc. 1st North American Rapid Excavation & Tunnelling Conference (RETC), Chicago. 1. American Institute of Mining, Metallurgical and Petroleum Engineers (AIME), New York. pp. 43–64.
Wickham, G.E.; Tiedemann, H.R.; Skinner, E.H. (1974). "Ground support prediction model - RSR concept". Proc. 2nd North American Rapid Excavation & Tunnelling Conference (RETC), San Francisco. 1. American Institute of Mining, Metallurgical and Petroleum Engineers (AIME), New York. pp. 691–707
Downloads
Published
Issue
Section
License
Copyright (c) 2024 Journal of Geoscience, Engineering, Environment, and Technology
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Copyright @2019. This is an open-access article distributed under the terms of the Creative Commons Attribution-ShareAlike 4.0 International License which permits unrestricted use, distribution, and reproduction in any medium. Copyrights of all materials published in JGEET are freely available without charge to users or / institution. Users are allowed to read, download, copy, distribute, search, or link to full-text articles in this journal without asking by giving appropriate credit, provide a link to the license, and indicate if changes were made. All of the remix, transform, or build upon the material must distribute the contributions under the same license as the original.