Evaluation of soil liquefaction potential index based on SPT data in the Erzincan, Eastern Turkey

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• 作者：E. Suba?? Duman ; S. B. Ikizler ; Z. Angin
• 关键词：Liquefaction ; Liquefaction potential index ; Earthquake ; Standard penetration test ; Erzincan ; Turkey
• 刊名：Arabian Journal of Geosciences
• 出版年：2015
• 出版时间：July 2015
• 年：2015
• 卷：8
• 期：7
• 页码：5269-5283
• 全文大小：3,209 KB
• 参考文献：Aky?ld?r?m A (1993) In terms of engineering geology survey of Erzincan location area in accordance with settlement. Istanbul Technical University, Graduate School of Natural and Applied Sciences, M. Sc. Thesis, pp 248
  Ayothiraman R, Raghu Kanth STG, Sreelatha S (2012) Evaluation of liquefaction potential of Guwahati: Gateway city to Northeastern India. Nat Hazards 63:449-60View Article
  Dixit J, Dewaikar DM, Jangid RS (2012) Assessment of liquefaction potential index for Mumbai city. Nat Hazards Earth Syst Sci 12:2759-768View Article
  Emre O, Kondo H, Ozalp S, Elmaci H, Kurcer A (2010) Fault geometry and slip distribution associated with the 1939 Erzincan Earthquake (M: 7.9), North Anatolian Fault. Geophys Res Abstr 12:2010-551
  EEFIT (Earthquake Engineering Field Investigation Team) (1992) The Erzincan, Turkey earthquake of 13 March 1992, pp 101
  Ganapathy PG, Rajawat AS (2012) Evaluation of liquefaction potential hazard of Chennai city, India: using geological and geomorphological characteristics. Nat Hazards 64:1717-729View Article
  Iwasaki T, Tokida K, Tatsuoka F (1981) Soil liquefaction potential evaluation with use of the simplified procedure. International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, pp 209-14
  Iwasaki T, Tokida K, Tatsuoka F, Watanabe S, Yasuda S, Sato H (1982) Microzonation for soil liquefaction potential using simplified methods. In: Proceedings of the 3rd international conference on microzonation, Seattle, USA, 3:1319-330
  Kanth STGR, Dash SK (2010) Evaluation of seismic soil-liquefaction at Guwahati city. Environ Earth Sci 61:355-68View Article
  Karanl?k, S (2006) Determination of liquefaction risk in Hatay Altinkoy region. Cukurova University, Graduate School of Natural and Applied Sciences, M. Sc. Thesis, pp 70
  Kaypak B (2002) Determination of 3-D velocity structure of the Erzincan basin by localearthquake tomography. Istanbul University, Graduate School of Natural and Applied Sciences, Ph. D. thesis,pp 224
  Kramer SL, Mayfield RT (2007) Return period of soil liquefaction. J Geotech Geoenviron 133(7):802-13View Article
  Orhan A, Turkoz M, Tosun H (2013) Preliminary hazard assessment and site characterization of Meselik campus area, Eskisehir-Turkey. Nat Hazards Earth Syst Sci 13:75-4View Article
  Papathanassiou G, Valkaniotis S (2010) Liquefaction hazard mapping at the town of Edessa, Northern Greece. Nat Hazards 53:109-23View Article
  Robertson PK and Fear CE (1996) Liquefaction of sands and its evaluation proceedings. 1st Conference on Earthquake Geotechnical Engineering
  Robertson PK, Wride CE (1998) Evaluating cyclic liquefaction potential using the cone penetration test. Can Geotech J 35(3):442-59View Article
  Saglam M (2008) Investigation of liquefaction potential of Saruhanl? (Manisa) municipality sites. Gazi University, Graduate School of Natural and Applied Sciences, M. Sc. Thesis, pp 155
  Samui P, Sitharam TG (2011) Machine learning modeling for predicting soil liquefaction susceptibility. Nat Hazards Earth Syst Sci 11:1-View Article
  Saylan S (2006) Liquefaction potential analysis of Erzincan basin due to shear wave velocity. Istanbul Technical University , Graduate School of Natural and Applied Sciences, M. Sc. Thesis, pp 145
  Seed HB and De Alba P (1986) Use of SPT and CPT tests for evaluating the liquefaction resistance of soils, proceedings. ASCE Insitu
  Seed HB, Idriss IM (1971) Simplified procedure for evaluating liquefaction potential. ASCE J Soil Mech Found Div 97(9):1249-273
  Seed HB, Idriss IM (1982) Ground motions and soil liquefaction during earthquakes. EERI Monograph, Berkeley, Calif
  Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using filed performance data. ASCE J Geotech Geoenviron Eng 109(3):458-82View Article
  Seed HB, Tokimatsu K, Harder LF, Chung R (1985) Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng ASCE 111(12):1425-445View Article
  Sisman E (2006) Liquefaction susceptibili?ty of Fethiye by using SPT and shear wave velocity measurements. Gazi University, Graduate School of Natural and Applied Sciences, M. Sc. Thesis, pp 234
  Sonmez H, Gokceoglu C (2005) A liquefaction severity index suggested for engineering practice. Environ Geology 48:81-1View Article
  Stein RS, Barka AA, Dieterich JH (1997) Progressive failure on the North Anatolian fault since 1939 by earthquake stress triggering. Geophys J Int 128:594-04View Article
  Suzuki Y, Koyamada K, Tokimatsu K (1997) Prediction of liquefaction resistance based on CPT tip resistance and sleeve friction. Procedings XIV International Conference of Soil Mechanics and Foundation Engineering, Hamburg, Germany, pp 603-06
  Tatar O, Akp?nar Z., Gürsoy H, Piper J.D.A, Ko?bulut, F, Mesci B.L, Polat A, Roberts A. P. (2013). Palaeomagnetic evidence for the neotectonic evolution of the Erzincan Basin, Nor
• 作者单位：E. Suba?? Duman (1)
  S. B. Ikizler (2)
  Z. Angin (2)
  
  1. Civil Engineering Department, Turgut Ozal University, Ankara, 06010, Turkey
  2. Civil Engineering Department, Karadeniz Technical University, Trabzon, 61080, Turkey
  
• 刊物类别：Earth and Environmental Science
• 出版者：Springer Berlin Heidelberg
• ISSN：1866-7538

文摘

This study includes determination of liquefaction potential in Erzincan Province. Erzincan Province, the study area, is located in a deep alluvial basin in a mountainous region of eastern Turkey that is a few kilometers from the highly active North Anatolian Fault Zone (NAFZ). North Anatolian Fault Zone is located approximately 7.7?km from Erzincan city center. In a probable earthquake, Erzincan Province is thought to be affected. On 13 March 1992, an earthquake having a surface wave magnitude of 6.8 struck Erzincan, giving rise to peak horizontal accelerations in the center of the city of 0.501g in the east–west direction and 0.398g in the north–south direction. Liquefaction potential for peak horizontal accelerations (0.501g and 0.398g) was determined. Liquefaction potential was investigated using Standard Penetration Test (SPT). Liquefaction potential analyses are determined in two steps: geotechnical investigations and calculations. In the first steps, boreholes were drilled to obtain disturbed and undisturbed soil samples and SPT values were obtained. Laboratory tests were made to identify physical properties of soil samples. In the second step, Liquefaction potential analyses were examined by a Seed and Idriss (1971) method (simplified method) based on Standard Penetration Test (SPT). In order to liquefaction analysis complete within a short time, MATLAB program were prepared. Following the analyses, liquefaction potential is investigated and by Sonmez and Gokceoglu (2005) method. At the final stage of this study, liquefaction potential maps and liquefaction potential index maps were prepared for different earthquake magnitudes and different depths.