Published 2025-04-03
Keywords
- Liquefaction, Geomorphology, Geology, Iran, seismic zonation
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This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Abstract
The phenomenon of liquefaction occurs in separated sand or silty soils. Symmetric or asymmetric settlement, a decline in the capacity of surface foundations and piles to support loads, and an increase in the lateral forces needed to safeguard structures are all effects of structural instability. During earthquakes, liquefaction can harm human infrastructure and alter the geomorphology of the earth's surface. It is crucial to identify locations susceptible to liquefaction in order to combat the damaging effects of this phenomenon. Zoning can be used to identify regions that are prone to liquefaction, greatly minimizing the amount of damage brought on by liquefaction during an earthquake. This identification may take the form of zoning, in which the risk tolerance of various places is assessed. This article presents the findings of research done on the zoning of liquefaction capacity in the province of Kurdistan. This zoning was carried out in accordance with the guidelines in the zoning handbook for geotechnical earthquake hazards and earthquake engineering. The findings of the investigations indicate that the plains of the Kurdistan Province have a danger potential that ranges from low to high, depending on the nature and texture of the deposits and the amount of subsurface water. This article's goal is to explain how Sanandaj's earthquake danger is zoned based on impact factors.
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References
- Portahiri M, Ainali J, Ruknuddin R (2008) the role of capacity building in reducing Effects of natural hazards (earthquake) in rural areas with an emphasis on the quantitative method, Human Geography Research 74: 23-39
- Bostani MD (1994) Review of the potential of soil psychiatrization in a region of the south and southwest. Master's Thesis, School of Civil Engineering. Tarbiat Modares University (in Persion).
- Farzaneh O (1996) Studying the liquefaction potential of sandy soils in the Babolsar region. Master's Thesis, Civil Engineering, the University of Tehran (in Persian).
- Hosseini MM, Arefpour S, Ghasemi A (1997) Manual of zonation on seismic geotechnical hazards, The Technical Committee for Earthquake Geotechnical Engineering, TC4 (in Persian).
- Dewoolkar M, RYS Pak (2000) Experimental developments for studying walls with liquefiable backfills, Soil Dynamics and Earthquake Engineering 19:583-593.
- Zamardian MJ (2002) Geomorphology of Iran. University Press Ferdowsi of Mashhad (in Persian).
- Yamamoto K, Sugawara D (2003) Study on wall-type gravel drains as liquefaction countermeasure for underground structures, Soil Dynamics and Earthquake Engineering 23: 19-39.
- Malaki A (2006) Earthquake risk zoning and prioritizing the improvement of province houses Kurdistan, Geographical Researches 59:124-115.
- Ghanbari A, Saleki MA, Ghasemi M (2013) Vulnerability Zoning Cities against earthquake risk (case example: Tabriz city), Geography and Natural Hazards 5: 5-12.
- Farajzadeh M, Basirat F (2006) Sensitivity Zoning of Geological Organizations against Shiraz Region Earthquake, Geographical Research 55: 59-72.
- Ahdanjad RM (2010) Assessing the social vulnerability of cities against a sample earthquake in the case study of Zanjan city, Urban and regional studies and researches 7:71-90.
- Karimi Z, Jafarizadeh A, Doulit A, Khairalhi H (2013) Risk Zone Earthquake in Qazvin province using geological data in the environment of the information Location system. The 32nd gathering and the first international congress of geoscience expertise (in Persian).
- Ghadeiri M, Ruknuddin R, Parhizkar A, Shayan S (2009) an analysis of the theoretical perspectives of society's vulnerability to natural hazards, Modares Humanities Quarterly 1: 30-62.
- Shia I, Habibi K, Torabi K (2010) Evaluation of the vulnerability of cities against earthquakes using the inverse hierarchy method and (GIS) case study of the 6th district of Tehran. 4th International Congress of Geographers of the Islamic World (in Persian).
- Mandal P, Horton S (2007) Relocation of aftershocks, focal mechanisms, and stress inversion: Implications toward the seismo-tectonics of the causative fault zone of Mw 7.6 2001Bhuj earthquake (India), Tectonophys Journal. 429: 61–78.
- Pase H (2009) Numerical study of liquefaction of alluvial foundations of earthen dams under earthquake loading. Civil Engineering, Master's Thesis, School of Civil Engineering, Tarbiat Modares University (in Persian).
- Stein KH, Noralf R, Bjørg S, Lisbeth PD, Christer H (2007) Neotectonic faulting and the Late Weichselian shoreline gradients in SW Norway, Journal of Geodynamics 44: 96-128.
- Zare M, Ghafory A, Mohsen B (1999) Attenuation law for the strong–motions in Iran, Proceedings of the Third International conference on seismology and Engineering, Tehran (in Persian).
- Donald LW, Kevin JC (1994) New Empirical Relationships among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement, Bulletin of the Seismological Society of America 84: 974-1002.
- Kuribayashi E., Tatsuoka F. (1975) Brief review of liquefaction during earthquakes in Japan. Soils and found, The Japanese Society of Soil Mechanics and Foundation Engineering 15:81–92.
- Matsuoka M, Wakamatsu K, Hashimoto M, Senna S and Midorikawa S (2015) Evaluation of liquefaction potential for large areas based on geomorphologic Classification, Earthquake Spectra 31: 2375–2395.
- Seed HB, Tokimatsu K, Harder LF, & Chung RM (1985) The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Journal of Geotechnical Engineering 111: 1425-1445.
- Liu Y, Xie JF (1984) Seismic liquefaction of sand, Earthquake Press China (in Chinese).
- Tinsley JC, You'd TL, Perkins DM, Chen ATF (1985) Evaluating liquefaction potential, U.S. Geological Survey Professional Paper 1360 Washington DC.
- Ambraseys NN (1977) Engineering Seismology, Earthquake Engineering, and Soil Dynamics 17: 1-15.
- Wakamatsu, K (1991) Maps for historic liquefaction sites in Japan. Tokai University Press, Japan, 341pp. (in Japanese).
- Matsuoka M, Wakamatsu K, Hashimoto M, Senna S and Midorikawa S (2015) Evaluation of liquefaction potential for large areas based on geomorphologic Classification, Earthquake Spectra 31: 2375–2395.
- Iwasaki T, Tokida K, Tatsuoka F, Yasuda S, Sato H (1982) Micro zonation for soil liquefaction potential using simplified methods. Proc, 3rd Int. Conf. on Micro zonation, Seattle 3:1319-1330.
- You'd TL, Perkins DM (1978) Mapping of liquefaction induced ground failure potential, Journal of Geotechnical Engineering Division 104: 433-446.
- Stocklin J (1968) Structural history and tectonics of Iran, Bulletin of the American Association of Petroleum Geologists 52: 1229-1258.
- Azizi H, Moinevaziri H (2009) Review of the tectonic setting of Cretaceous to Quaternary volcanism in northwest Iran, Journal of Geodynamics 47: 17-167.
- Gandomi AH, Alavi AM (2012), A New Multi-Gene Genetic Programming Approach to Nonlinear System Modeling, Neural Computing and Applications 21: 171-187.