Geotechnical Investigation and Numerical Analysis of Rockfall in South Coast of Gunung Kidul Regency

https://doi.org/10.22146/jcef.26595

Odhi Attabik Illiyin(1*), Fikri Faris(2)

(1) Researcher and Engineer
(2) Department of Civil and Environmental Engineering, Universitas Gadjah Mada
(*) Corresponding Author

Abstract


On 17th of June 2015, rockfall occurred on the South Coast at Gunung Kidul Regency taking a few casualties. The preliminary investigation results concluded that many cliffs on the South Coast are dangerous, and there is a potential that similar events might happen in the future. Therefore, geotechnical investigation in order to plan mitigation action is necessary. Field investigations, laboratory work, and numerical modeling were employed in this study, focusing on Sadranan beach where the incident happened. Rock slope stability analyses by means two-dimensional finite element in both static and seismic conditions were conducted.  The investigation results show that both biological decay and wave erosion influence the rock slope instability. Moreover, the infilling material in rock joint has considerable effect on the stability of the slope. However, the results from numerical simulation suggested that potential failure was originating from the intact rock body instead of the plane of discontinuities. In the seismic condition, the slopes are more vulnerable and further mitigation action should be considered in the future.

 


Keywords


Slope rock, Barton criteria, discontinuity plan, slope modeling

Full Text:

PDF


References

Budetta, P., 2004. Assessment of Rockfall Risk Along Roads. Natural Hazards and Earth System Sciences, pp. 71-81.

Canuti, P. et al., 2008. Rockfalls in the Cliff of Pitigliano (Central Italy): Integrated Techniques for Landslide Hazard Assessment. Tokyo, United Nations University.

Hoek, E., Carranza-Torres, C. & Corkum, B., 2002. Hoek-Brown Failure Criterion. Canada, NARMS-TAC, pp. 267-271.

Illiyin, O. A., 2017. Analisis Stabilitas Lereng Batuan Dengan Kritera Barton Dan Metode Elemen Hingga [Stability Analysis of Rock Slope by using Barton Criteria and Infinite Element Method], Yogyakarta: Master Thesist. Department of Civil and Environmental Engineering. Universitas Gadjah Mada.

Jatmikotomo, A., Wilopo, W., Kartika, J. & Wisnumurti, L., 2015. Resiko Kerentanan Jatuhan Batuan di Pantai Selatan Gunung Kidul, Daerah Istimewa Yogyakarta [Risk of Rock Falls in South Coast of Gunung Kidul Regency, Yogyakarta Province]. Yogyakarta, Universitas Gadjah Mada, pp. 693-703.

Kusuma, W., 2015. Tebing di Pantai Sadranan Runtuh, 10 Turis Tertimbun. [Rock Cliff Fallen at Sadranan Beach, 10 Tourists Burried]. [Online] Available at: regional.kompas.com [Accessed 25 Aug 2017].

Peng, X., Cheng, L., Huang, B. & Chen, Z., 2008. Distribution of Dangerous Rockmasses and High Steep Slopes in Three Gorges River Valley. Tokyo, United Nations University.

Varnes, D. J., 1978. Slope movement types and processes, Washington D. C: Transportation and Road Research Board, National Academy of Science.

Yuwono, M., 2015a. Cerita Ahmad 1,5 Jam Tertimbun Material Tebing Ambrol [Ahmad's Story 1.5 Hours Burried under Fallen Rocks]. [Online]
Available at: News.okezone.com [Accessed 18 March 2016].

Yuwono, M., 2015b. Tebing Ambrol Di Pantai Sadranan Berpotensi Terulang [Fallen Rock Cliff at Sadranan Beach has Potential to be Repeated]. [Online]
Available at: News.okezone.com [Accessed 18 March 2016].



DOI: https://doi.org/10.22146/jcef.26595

Article Metrics

Abstract views : 1705 | views : 2266

Refbacks

  • There are currently no refbacks.




Copyright (c) 2022 The Author(s)


The content of this website is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
ISSN 5249-5925 (online) | ISSN 2581-1037 (print)
Jl. Grafika No.2 Kampus UGM, Yogyakarta 55281
Email : jcef.ft@ugm.ac.id
Web Analytics JCEF Stats