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A dam is an engineered construction designed to store water primarily for human needs. When a dam fails, it has the potential to become a substantial disaster. Some primary causes of dam failure are excessive water leakage, landslides and earthquakes. In general, the current performance evaluation of the Mamak Dam falls into the “fairly good” category, even in the aftermath of the earthquake event with a magnitude of 6.5 Mw in 2018. In this study, the dam’s stability is analysed under seismic events, rapid drawdown and maximum daily rainfall infiltration. It is concluded that the upstream and downstream slopes were generally found to be safe in all design situations. Nevertheless, the impact of the maximum design earthquake (MDE) is notable in both pseudo-static and dynamic analyses, causing a reduction of over 50% in the factor of safety (FoS) – ultimately falling below the minimum safety threshold. Conversely, the operating basis earthquake (OBE) has a relatively minor effect on the FoS.
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Adi Kurniawan, M., Suarbawa, K. N. & Septiadhi, A. (2017). Analysis of earthquake disaster risk in the West Nusa Tenggara region. Physics Bulletin, 18 (1), 38. https://doi.org/10.24843/bf.2017.v18.i01.p07
Badan Meteorologi Klimatologi dan Geofisika [BMKG], (2021). Indonesian Earthquake Catalog: Relocation of Hypocenters and Tectonic Implications. Jakarta: The Indonesian Geophysics and Climatology Agency.
Brinkgreve, R. B. & Vermeer, P. A. (1998). Finite element code for soil and rock analyses. In Plaxis Version 7.2 Manual. Rotterdam–Brookfield–Rotterdam: AA Balkema.
Chaudhary, A. B. & Bathe, K. J. (1986). A solution method for static and dynamic analysis of three-dimensional contact problems with friction. Computers and Structures, 24 (6), 855–873. https://doi.org/10.1016/0045-7949(86)90294-4
Department of Human Settlements and Regional Infrastructure (2004). Stability analysis of earthfill dam due to seismic load. In Guidelines for Construction and Buildings (Pd T-14-2004-A). Jakarta: Ministry of Public Works and Housing (MPWH).
Deutsche Institut für Normung [DIN], (2004). Stauanlagen. Teil 12: Hochwasserrückhaltebecken (DIN 19700-12). Berlin: Deutsche Institut für Normung.
Halim, N. (2023). Analysis of Mamak Dam behavior under different water levels in the reservoir (MSc thesis). Warsaw University of Life Sciences, Warsaw.
Himanshu, N. & Burman, A. (2019). Seepage and stability analysis of Durgawati Earthen Dam: A case study. Indian Geotechnical Journal, 49 (1), 70–89. https://doi.org/10.1007/s40098-017-0283-1
Hu, N. (1997). A solution method for dynamic contact problems. Computers and Structures, 63 (6), 1053–1063. https://doi.org/10.1016/S0045-7949(96)00408-7
International Commission on Large Dams [ICOLD], (2018). Flood Evaluation and Dam Safety. Bulletin 170. Paris.
International Commission on Large Dams [ICOLD], (2019). World Declaration on Dam Safety. Porto.
Komisi Keamanan Bendungan [KKB], (2020). Dam Operational Improvement and Safety Project (DOISP). Jakarta: The Indonesian Dam Safety Commission.
Newmark, N. M. (1965). Effects of earthquakes on dams and embankments. Geotechnique, 15 (2), 139–160. https://doi.org/10.1680/geot.1965.15.2.139
PT. Raya Konsult (2022a). Geological & geotechnical investigation report of Mamak Dam. In Preparation & Legalization of Dam Operational Permit in Sumbawa I Island. Jakarta: Ministry of Public Works & Housing (MPWH).
PT. Raya Konsult (2022b). Hydrology report of Mamak Dam. In Preparation & Legalization of Dam Operational Permit in Sumbawa I Island. Jakarta: Ministry of Public Works & Housing (MPWH).
PT. Raya Konsult (2022c). Mamak Dam safety evaluation report. In Preparation & Legalization of Dam Operational Permit in Sumbawa I Island. Jakarta: Ministry of Public Works & Housing (MPWH).
PT. Virama Karya (2022). Determination & summary of the final risk score and risk category. In Dam Operational Improvement and Safety Project – Phase II. Jakarta: Ministry of Public Works & Housing (MPWH).
Santoso, C. B. & Agustawijaya, D. S. (2020). Seismic risk for Sumbawa Island based on seismicity and peak ground acceleration. IOP Conference Series: Earth and Environmental Science, 413 (1). https://doi.org/10.1088/1755-1315/413/1/012009
Utepov, Y., Lechowicz, Z., Zhussupbekov, A., Skutnik, Z., Aldungarova, A. & Mkilima, T. (2022). The Influence of Material Characteristics on Dam Stability Under Rapid Drawdown Conditions. Archives of Civil Engineering, 68 (1), 539–553. https://doi.org/10.24425/ace.2022.140184
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- Noor Halim, Zbigniew Lechowicz, Mirosław Lipiński, Seepage analysis of the Mamak Dam, Indonesia: a case study , Acta Scientiarum Polonorum. Architectura: Vol. 23 (2024)
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