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Evaluation of Slope Stability Due to Earthquake and Rainfall Occurrences

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Proceedings of AWAM International Conference on Civil Engineering 2022 - Volume 3 (AICCE 2022)

Abstract

Malaysia is a tropical country with high humidity, heavy rainfall, and unfrequent earthquake, while tremors can exist due to neighbouring regions earthquakes such as Sumatra. The 2004 Sumatera earthquake caused 68 death in Penang, Langkawi, and Kedah. The combined effect of rainfall and earthquake is unknown for the existing slope structures in Penang Island. The research presents the results on slope stability after the impact of rainfall and earthquake using the GeoStudio software. In the first step, the single effect of rainfall shows that longer duration and higher intensity adversely affect slope stability. However, the safety factor was lower when both effects of rainfall and earthquake were considered in the analysis. The combined effect was assessed through two factors of FOS and deformation since the seismic waves imposed as secondary damage to the hill. The results show that higher deformation is recorded for slope geometry with a bigger angle and higher height. The slope is classified as a failed candidate when the factor of safety is less than 1.0. The slope geometry in Sungai Ara was relatively unstable, and the factor of safety (FOS) has not complied with Penang safety guidelines for hill site development 2020. Various slope reinforcement procedures are mainly discussed in relation to Sungai Ara’s slope to improve the slope stability and lead to a higher factor of safety. The research proposes several reinforcement approaches, including retaining walls, soil nailing, and a drainage system. The results demonstrated that the factor of safety improved, and seismic waves deformation reduced, which proved the capability of reinforcement approaches in reducing the effect of rainfall and earthquake.

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References

  1. Highland, L., Bobrowsky, P.T.: The Landslide Handbook: A Guide to Understanding Landslides. US Geological Survey Reston (2008)

    Google Scholar 

  2. Ishii, Y., et al.: Evaluation of slope stability by finite element method using observed displacement of landslide. Landslides 9(3), 335–348 (2012)

    Article  Google Scholar 

  3. Burns, S.F.: Urban landslides: challenges for forensic engineering geologists and engineers. In: Engineering Geology for Society and Territory, vol. 5, pp. 3–9, Springer (2015)

    Google Scholar 

  4. Chen, Y.-L., et al.: Stability evaluation of slope subjected to seismic effect combined with consequent rainfall. Eng. Geol. 266, 105461 (2020)

    Article  Google Scholar 

  5. Higaki, D., Abe, S.: Classification of the geomorphology, geology and movement types of earthquake landslides. In: Earthquake-Induced Landslides, pp. 37–44. Springer (2013)

    Google Scholar 

  6. Kumar, A., et al.: Assessment of landslide hazards induced by extreme rainfall event in Jammu and Kashmir Himalaya, northwest India. Geomorphology 284, 72–87 (2017)

    Article  Google Scholar 

  7. Huat, L.T., Ali, F., Ibrahim, A.S.: An investigation on one of the rainfall-induced landslides in Malaysia. Electron. J. Geotech. Eng. 17, 435–449 (2012)

    Google Scholar 

  8. Azmi, M.B.: Study on Slope Stability of Penang Island Considering Earthquake and Rainfall Effects (2014)

    Google Scholar 

  9. Marto, A., et al.: Seismic impact in peninsular Malaysia. In: The 5th International Geotechnical Symposium-Incheon (2013)

    Google Scholar 

  10. Ahmad, F., et al.: Slope failure due to effect of Damrey Typhoon in Penang Island. Lowland Technol. Int. 22(1, June), 35–39 (2020)

    Google Scholar 

  11. Simons, W., et al.: A decade of GPS in Southeast Asia: resolving Sundaland motion and boundaries. J. Geophys. Res. Solid Earth 112(B6) (2007)

    Google Scholar 

  12. Vigny, C., et al.: Insight into the 2004 Sumatra-Andaman earthquake from GPS measurements in southeast Asia. Nature 436(7048), 201–206 (2005)

    Article  Google Scholar 

  13. Peck, R.B., Hanson, W.E., Thornburn, T.H.: Foundation Engineering, 2nd ed., John Wiley and Sons, New York, NY (1974)

    Google Scholar 

  14. Zaki, H.: A study on the effect of extreme rainfall intensity on slope stability using physical based modelling. Universiti Sains Malaysia, Thesis (2019)

    Google Scholar 

  15. Broaddus, M.R.: Performing a Steady-State Seepage Analysis Using SEEP/W: A Primer for Engineering Students (2015)

    Google Scholar 

  16. Mishal, U.R.: Stability analysis of an earth dam using GEO-SLOPE model under different soil conditions. Eng. Technol. J. 36(5 Part A) (2018)

    Google Scholar 

  17. Arshad, I., Babar, M.M., Javed, N.: Numerical analysis of seepage and slope stability in an earthen dam by using geo-slope software. PSM Bio. Res. 2(1), 13–20 (2017)

    Google Scholar 

  18. Dorairaj, D., Osman, N.: Present practices and emerging opportunities in bioengineering for slope stabilization in Malaysia: an overview. PeerJ 9, e10477 (2021)

    Article  Google Scholar 

  19. Chiaro, G., et al.: The Takanodai landslide, Kumamoto, Japan: insights from post-earthquake field observations, laboratory tests, and numerical analyses. In: Geotechnical Earthquake Engineering and Soil Dynamics V: Slope Stability and Landslides, Laboratory Testing, and In Situ Testing, pp. 98–111. American Society of Civil Engineers Reston, VA (2018)

    Google Scholar 

  20. Chiaro, G., Chew, K., Kim, J.: Numerical Analyses of the Earthquake-Induced Takanodai Landslide, Kumamoto, Japan (2018)

    Google Scholar 

  21. GEO-SLOPE, I.: Stability Modeling with Slope/w. GEO-SLOPE International Ltd. (2012)

    Google Scholar 

  22. Sumanth, H., Govindaraju, L.: A comprehensive seismic slope stability assessment of earth dams. J. Adv. Geotech. Eng. 3(1, 2, 3) (2021)

    Google Scholar 

Download references

Acknowledgements

The authors would like to thank Universiti Sains Malaysia under project grant RUI 1001/PAWAM /8014135 for the support provided for this project.

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Correspondence to Mastura Azmi .

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Sin, G.C., Azmi, M., Tootkaboni, M.G. (2024). Evaluation of Slope Stability Due to Earthquake and Rainfall Occurrences. In: Sabtu, N. (eds) Proceedings of AWAM International Conference on Civil Engineering 2022 - Volume 3. AICCE 2022. Lecture Notes in Civil Engineering, vol 386. Springer, Singapore. https://doi.org/10.1007/978-981-99-6026-2_13

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  • DOI: https://doi.org/10.1007/978-981-99-6026-2_13

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  • Online ISBN: 978-981-99-6026-2

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