Skip to main content

Advertisement

Log in

A new index for microzonation of earthquake prone settlement area by considering liquefaction potential and fault avoidance zone: an example case from Edremit (Balikesir, Turkey)

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

In the present study, an approach is suggested for the settlement area where there is liquefaction and surface fault rupture hazard at the same time, which allows the assessment of land damage in case an earthquake occurred. Edremit (Balıkesir NW Turkey), mainly under the influence the Edremit Fault Zone in the southern branch of the North Anatolian Fault Zone, was chosen as the study area. According to paleo-seismological findings from the Narli trench, at least three similar earthquakes occurred on the same rupture of Edremit Fault Zone passing in the studied area. In addition, generally the groundwater level in the liquefiable alluvial soil varies between 0.5 and 6 m, and also the ratio of areas of liquefiable soil varies between 56 and 78% at different depths in the area. The buffer zone for the Edremit Fault Zone ruptures was defined based on the distance from the surface fault rupture in the study area, and it was seen that 15% of the study area is within the first-degree fault avoidance zone, while 43.5% is located within free zone. The safety factor against liquefaction for the soil layers was determined by using simple procedure based on SPT-N values, and then, the spatial distribution of the liquefaction potential index was obtained. It is found that 43% of the study area has high or very high liquefaction potential while the rate of the area where liquefaction is not expected is 27.8%. The liquefaction potential and the map showing the fault avoidance zones are important and successful in terms of individual hazard related to earthquake. However, the said maps do not allow to assess, simultaneously and completely, the realistic extent of the possible land damage in case an earthquake occurs. So, using the liquefaction potential index and the distance from the surface fault rupture, a new index, namely land damage index, was defined to create the microzonation of the seismic hazard for liquefaction and surface fault rupture-induced land damage. According to the zonation of land damage index, 29.7% of the study area is consists of Land Damage Zone I where settlement is not allowed. The main goal of the preparation of the said microzonation for the study area is to recognize the hazard from active faults, with respect to liquefaction and surface fault rupture, and to provide guidance to planners on how to mitigate the risk for different types of buildings.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11

Similar content being viewed by others

References

  • Altinok Y, Alpar B, Yaltırak C, Pınar A, Ozer N (2012) The earthquakes and related tsunamis of October 6, 1944 and March 7, 1867. NE Aegean Sea Nat Hazards 60(1):3–25. https://doi.org/10.1007/s11069-011-9949-7

    Article  Google Scholar 

  • American Society for Testing and Materials (ASTM) D2487–06 (2010) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA, 2006

  • American Society for Testing and Materials (ASTM) D422- 63(1998) Standard Test Method for Particle-Size Analysis of Soils, West Conshohocken, PA

  • American Society for Testing and Materials (ASTM) D4318–10e1 (2010) Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, PA

  • Analysis Engineering Drilling Mining Construction Industry and Trade Limited Company (2017) The Micro-zoning Study Report Based on the Zoning Plan of the Area, 4906.79-hectare, in Balikesir Province Edremit District, January 2017. İstanbul, Turkey (in Turkish)

  • Andrews DC, Martin GR (2000) Criteria for liquefaction of silty soils. In Proc., 12th World Conf. on Earthquake Engineering. Upper Hutt, New Zealand: NZ Soc. for EQ Engrg

  • Anon (2016) State of the art and practice in the assessment of earthquake-ınduced soil liquefaction and ıts consequences. A report of The National Academies of Sciences, Engineering, Medicine, The National Academies Press, Washington, DC, pp 297

  • Avar BB, Hudyma NW (2019) Earthquake surface rupture: a brief survey on interdisciplinary research and practice 295 from geology to geotechnical engineering. Rock Mech Rock Eng 52:5259–5281. https://doi.org/10.1007/s00603-019-02006-0,2019

    Article  Google Scholar 

  • Batatian LD, Nelson CV (1999) Fault setback requirements to reduce fault rupture hazards in Salt Lake county. 42nd AEG Annual Meeting Abstract, 59

  • Belindir F (2008) Neotectonic characteristics and paleoseismology of the Yenice-Gönen Fault Zone, NW Anatolia, Turkey. PhD thesis, Hacettepe University, Ankara (in Turkish with English Summary), pp 293

  • Boncio P, Liberi F, Caldarella M, Nurminen FC (2018) Width of surface rupture zone for thrust earthquakes: implications for earthquake fault zoning. Nat Hazards Earth Syst Sci 18(1):241–256

    Google Scholar 

  • Bonga T, Kimb S-R, Chung C-K, Yoo B-S (2021) Geostatistical properties of liquefaction vulnerability index for reclaimed land in South Korea. KSCE J Civ Eng 25(6):1998–2009

    Google Scholar 

  • Boulanger RW, Idriss IM (2006) Liquefaction susceptibility criteria for silts and clays. J Geotech Geoenviron Eng 132(11):1413–1426

    Google Scholar 

  • Boulanger RW, Idriss IM (2012) Probabilistic standard penetration test–based liquefaction–triggering procedure. J Geotech Geoenviron 138(10):1185–1195

    Google Scholar 

  • Boulanger RW, Idriss IM (2015) Magnitude scaling factors in liquefaction triggering procedures. Soil Dyn Earthq Eng 79(B):296–303

    Google Scholar 

  • Bray JD, Sancio RB (2006) Assessment of the liquefaction susceptibility of fine-grained soils. J Geotech Geoenviron Eng 132:1165–1177

    Google Scholar 

  • Bray JD, Sancio RB, Durgunoglu T, Onalp A, Youd TL, Stewart JP, Seed RB, Cetin OK, Bol E, Batuary MB, Christensen C, Karadayilar T (2004) Subsurface characterization at ground failure sites in Adapazari, Turkey. J Geotech Geoenviron Eng 130(7):673–685

    Google Scholar 

  • Cabalar AF, Canbolat A, Akbulut N, Tercan SH, Isik H (2019) Soil liquefaction potential in Kahramanmaras, Turkey. Geomatics, Nat Hazard Risk 10(1):1822–1838

    Google Scholar 

  • Cao Z, Leslie Youd T, Yuan X (2011) Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0. Soil Dyn Earthq Eng 31(8):1132–1143

    Google Scholar 

  • Cetin KO, Der Kiureghian A, Seed RB (2002) Probabilistic models for the initiation of seismic soil liquefaction. Struct Saf 24:67–82

    Google Scholar 

  • Cetin KO, Seed RB, Der Kiureghian A, Tokimatsu K, Harder LF Jr, Kayen RE, Moss RES (2004) SPT-based probabilistic and deterministic assessment of seismic soil liquefaction potential. J Geotech Geoenviron Eng 130(12):1314–1340

    Google Scholar 

  • Cetin KO, Seed RB, Kayen EK, Moss RES, Bilge HT, Ilgaz M, Chowdhury K (2018b) Examination of differences between three SPT-based seismic soil liquefaction triggering relationships. Soil Dyn Earthq Eng 113:75–86

    Google Scholar 

  • Cetin KO, Seed RB, Kayen RE, Moss RES, Bilge HT, Ilgac M, Chowdhury K (2018a) SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard. Soil Dyn Earthq Eng

  • Chen CJ and Juang CH (2000) Calibration of SPT- and CPT-based liquefaction evaluation methods. In: Mayne P and Hryciw R (Eds) Innovations applications in geotechnical site characterization. Geotechnical Special Publication No. 97, ASCE, New York, 49−64

  • Christenson GE, Batatian LD, Nelson CV (2003) Guidelines for evaluating surface-fault-rupture hazards in Utah. Utah Geological Survey Miscellaneous Publication, Salt Lake City, pp 03–06

    Google Scholar 

  • Chu M-C, Ge L (2021) Stiffness degradation of coarse and fine sand mixtures due to cyclic loading. Eng Geol 28:106155. https://doi.org/10.1016/j.enggeo.2021.106155

    Article  Google Scholar 

  • Chu DB, Stewart JP, Lee S, Tsai JS, Lin PS, Chu BL, Seed RB, Hsu SC, Yu MS, Wang MCH (2004) Documentation of soıl conditions at liquefactıon and non-liquefaction sites from 1999 Chi-Chi (Taiwan) Earthquake. Soil Dyn Earthq Eng 24:647–657

    Google Scholar 

  • Chung J, Rogers JD, PE, PG F. ASCE (2017) Deterministic and probabilistic assessment of liquefaction hazards using the liquefaction potential ındex and liquefaction reduction number. J Geotech Geoenviron Eng 143(10):04017073

    Google Scholar 

  • Do J, Heo S-B, Yoon Y-W, Chang I (2017) Evaluating the liquefaction potential of gravel soils with static experiments and steady state approaches KSCE. J Civ Eng 642–651

  • Dobry R, T Abdoun (2011) An investigation into why liquefaction charts work: a necessary step toward integrating the states of art and practice. Pp. 1344 in Proceedings of the 5th International Conference on Earthquake Geotechnical Engineering, 10–13 January, Santiago, Chile. Ishihara Lecture

  • Duru M, Pehlivan S, Şentürk Y, Yavas F, Kar H (2004) New results on the lithostratigrapy of the Kazdağ Massif in nortwest Turkey. Turk J Earth Sci 177–186

  • ElGhoraiby MA, Park H, Manzar MT (2020) Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand. Soil Dyn Earthq Eng 138:106292

    Google Scholar 

  • Erken A, Kaya Z, Erdem A (2004) Ground Deformations in Adapazarı During 1999 Kocaeli Earthquake 3th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1–6, 2004 Paper No. 1510

  • Ferrario MF, Livio F (2020) Distributed faulting following normal earthquakes: reassessment and updating of scaling relations. Solid Earth. https://doi.org/10.5194/se-2020-212

    Article  Google Scholar 

  • Finn LW, Ledbetter RH, Guoxi WU (1994) Liquefaction in silly soils: design and analysis. Ground failures under siesmic conditions, Geotechnicai Special Publication, 44. ASCE, Reston, pp 51–79

  • General Directorate of Mineral Research and Exploration (MTA) (2013) Türkiye Diri Fayları Veri Tabanı. http://yerbilimleri.mta.gov.tr/anasayfa.aspx

  • Gillins DT (2014) Considering topography when mapping liquefaction hazard with the liquefaction potential index. Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21–25, Anchorage, Alaska

  • Gokce O, Tufekci MK, Gurboga Ş (2014) Evaluation of surface faulting hazard and creation of fault avoidance zone. Prime ministry of disaster and emergency management (AFAD), Ankara, Turkey (in Turkish)

  • Guerrieri L, Blumetti AM, Comerci V, Manna PD, Michetti AM, Vittori E, Serva L (2015) Surface faulting hazard in Italy: Towards 195 a First Assessment Based on the ITHACA Database (In Engineering Geology for Society and Territory, G. Lollino et al. (eds.) 5:1021–1025. https://doi.org/10.1007/978-3-319-09048-1_195

  • Hakam A, Ismail FA, Fauzan F (2016) Liquefaction potential assessment based on laboratory test. Int J Geomate 11(26):2553–2557

    Google Scholar 

  • Huang Y, Yu M (2017) Physical model testing for dynamic characteristics of seismic soil liquefaction. In: Hazard Analysis of Seismic Soil Liquefaction. Springer Natural Hazards book series (SPRINGERNAT), pp 93–118

  • Hwang JH, Yang CW, Chen CH (2003) Investigations on soil liquefaction during the Chi-Chi earthquake. Soils Found 43(6):107–123. https://doi.org/10.3208/sandf.43.6_107

    Article  Google Scholar 

  • Hynes ME, Olsen RS (1999) Influence of confining stress on liquefaction resistance. Proc., Int. Workshop on Phys. And Mech. Of Soil Liquefaction, Balkema, Rotterdam, The Netherlands, pp 145–152

  • Idriss IM, Boulanger RW (2004) Semi-empirical procedures for evaluating liquefaction potential during earthquakes In: Doolin D, editor. Proceedings of 11th international conference on soil dynamics and earthquake engineering and 3rd International conference on earthquake geotechnical engineering, 1. Stallion Press 1:32–56

  • Idriss IM, Boulanger RW (2008) Soil liquefaction during earthquakes, Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA

  • Idriss IM, RW Boulanger (2010) SPT-Based liquefaction triggering procedures. Report No. UCD/CGM-10–02. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, 259 pp

  • Idriss IM (1999) An update of the Seed-Idriss simplified procedure for evaluating liquefaction potential, Presentation notes for Transportation Research Board Workshop on New Approaches to Liquefaction Analysis, Washington, D.C.

  • Ishihara K, Koga Y (1981) Case studies of liquefaction in the 1964 Niigata Eartquake. Soil Found 21(3):34–52

    Google Scholar 

  • Iwasaki T, Tokida K, Tatsuoka F, Watanabe S, Yasuda S, Sato H (1982) Microzonation for soil liquefaction potential using simplified methods. 3rd International Earthquake Microzonation Conf 1319–1330

  • Juang CH, Yuan H, Lee DH, Lin PS (2003) A simplified CPT-based method for evaluating liquefaction potential of soils. J Geotech Geoenviron Eng 129(1):66–80

    Google Scholar 

  • Juang CH, Chen CH, Mayne PW (2008) CPTU simplified stress-based model for evaluating soil liquefaction potential. Soils Found 48(6):755–770

    Google Scholar 

  • Karpouza M, Chousianitis K, Bathrellos GD, Skilodimou HD, Kaviris G, Antonarakou A (2021) Hazard zonation mapping of earthquake-induced secondary efects using spatial multi-criteria analysis. Nat Hazards. https://doi.org/10.1007/s11069-021-04852-0(online)

    Article  Google Scholar 

  • Kayabali K, Yilmaz P, Fener M, Akturk O, Habibzada F (2018) Assessment of soil liquefaction using the energy approach. Bull Mineral Res Explor 156:193–204

    Google Scholar 

  • Kerr J, Nathan S, Van Dissen R, Webb P, Brunsdon D, King A (2003) Planning for development of land on, or close to active faults: an interim guideline to assist resource management planners in New Zealand. Inst Geol Nucl Sci Client Rep 124:52

    Google Scholar 

  • King AB, Brunsdon DR, Shephard RB, Kerr JE, Van Dissen RJ (2003). Building adjacent to active faults: a risk-based Approach. Proceedings of Pacific Conference on Earthquake Engineering

  • Kokkali P, Abdoun T, Zeghal M (2018) Physical modeling of soil liquefaction: overview of LEAP production test 1at Rensselaer Polytechnic Institute. Soil Dyn Earthq 113:623–649

    Google Scholar 

  • Kokusho T (2021) Energy-based liquefaction evaluation for induced strain and surface settlement – evaluation steps and case studies. Soil Dyn Earthq Eng 143:106552

    Google Scholar 

  • Kokusho T, Hara T, Hiraoka R (2004) Undrained shear strength of granular soils with different particle gradations. J Geotech Geoenviron Eng 130:6

    Google Scholar 

  • Kumar A, Srinivas BV (2017) Easy to use empirical correlations for liquefaction and no liquefaction conditions. Geotech Geol Eng. https://doi.org/10.1007/s10706-017-0183-2

    Article  Google Scholar 

  • Kurcer A, Ozaksoy V, Ozalp S, Uygun Guldogğan C, Ozdemir E, Duman TY (2017) The Manyas fault zone (southern Marmara region, NW Turkey): active tectonics and paleoseismology. Geodin Acta 29(1):42–62

    Google Scholar 

  • Langridge R, Villamor P, Basili R (2006) Earthquake fault trace survey: central Hawke’s bay district. gns science

  • Langridge RM, Ries W (2010) Mapping and fault rupture avoidance zonation for the Alpine Fault in the West Coast region. GNS Sci Consultancy Rep 18:47

    Google Scholar 

  • Langridge RM, Ries WF (2016) Active fault mapping and fault avoidance zones for the Wairau fault, Marlborough District. GNS Sci Consultancy Rep 25:50

    Google Scholar 

  • Lee D-H, Ku C-S, Yuan H (2003) A study of the liquefaction risk potential at Yuanlin, Taiwan. Eng Geol Elsevier 71:97–117

    Google Scholar 

  • Lettis W, Bachhuber J, Witter R, Bachhuber J, Barka A, Bray J, Cakir Z (2000) Surface fault rupture. Earthq Spectra 16(S1):11–53

    Google Scholar 

  • Li VC (1987) Mechanics of shear rupture applied to earthquake zones. In: Atkinson BK (ed) Fracture mechanics of rock. Academic Press, Cambridge, pp 351–428

    Google Scholar 

  • Liao S, Whitman RV (1986) Overburden correction factors for SPT in sand. J Geotech Eng 112(3):373–377

    Google Scholar 

  • Liao SSC, Veneziano D, Whitman RV (1988) Regression models for evaluating liquefaction probability. J Geotech Eng 114(4):389–409

    Google Scholar 

  • Lin A, Ouchi T, Chen A, Maruyama T (2001) Co-seismic displacements, folding and shortening structures along the Chelungpu surface rupture zone during the 1999 Chi-Chi (Taiwan) earthquake. Tectonophysics 330:225–244

    Google Scholar 

  • Luna R, Frost DJ (1998) Spatial liquefaction analysis system. J Comput Civil Eng 12:48–56

    Google Scholar 

  • McCalpin JP (1987) Recommended setbacks from active normal faults. Proceedings of the 23rd Annual Symposium on Engineering Geology and Soils Engineering. Utah State University

  • Ministry of Public Works and Settlement Government of Republic of Turkey (2007) Turkish Earthquake Design Code TEC 2007, Issued on: 6.3.2007, Official Gazette No.26454, Ankara, Turkey

  • Montgomery J, Boulanger RW, Harder LF (2012) Examination of the Kσ overburden correction factor on liquefaction resistance. Report No. UCD/CGM-12–02, Center for Geotechnical Modeling Department of Civil and Environmental Engineering University of California, Davis, California, pp 42

  • Moss RES, Ross ZE (2011) Probabilistic fault displacement hazard analysis for reverse faults. Bull Seism Soc Am 101:1533–1542

    Google Scholar 

  • Naik PS, Gwon O, Park K, Kim Y-S (2020) Technical note land damage mapping and liquefaction potential analysis of soils from the epicentral region of 2017 Pohang Mw 54 earthquake, South Korea. Sustainability 12:1234. https://doi.org/10.3390/su12031234

    Article  Google Scholar 

  • Nath SK, Srivastava N, Ghatak C, Adhikari MD, Ghosh A, Ray SPS (2018) Earthquake induced liquefaction hazard, probability and risk assessment in the city of Kolkata, India: its historical perspective and deterministic scenario. J Seismol 22:35–68. https://doi.org/10.1007/s10950-017-9691-z

    Article  Google Scholar 

  • National Codes of RRC (2008) Code for Seismic Design of Buildings (GB50011–2001 (2008 revision) [Z]: China Building Industry Press

  • Nurlu M (2017) Planlama ve yapılaşma açısından yüzey faylanması tehlikesinin değerlendirilmesi kılavuzu. Türkiye Jeoloji Mühendisleri Odası. Baskı: Fark Dijital. ISBN: 978–605–01–1096–8, 2017

  • Nurminen F, Boncio P, Visini F, Pace B, Valentini A, Baize S, Scotti O (2020) Probability of occurrence and displacement regression of distributed surface rupturing for reverse earthquakes. Front Earth Sci 5:1–18

    Google Scholar 

  • Ohnaka M (2013) The physics of rock failure and earthquakes. Cambridge University Press, Cambridge

    Google Scholar 

  • Oka F, Yui H, Kimoto S, Teppei K (2016) New Evaluation Method for Liquefaction of Ground Using Dynamic Liquefaction Analysis Method and Its Application. Int J Geomech 16(5):C4016002

    Google Scholar 

  • Orense RP, Pender MJ, Wotherspoon LM (2012) Analysis of soil liquefaction during the Recent Canterbury (New Zealand) earthquakes. Geotech Eng J SEAGS & AGSSEA 43(2), 8–17, ISSN 0046–5828

  • Petersen M, Dawson TE, Chen R, Cao T, Wills CJ, Schwartz DP, Frankel AD (2011) Fault displacement hazard for strike-slip faults. Bull Seism Soc Am 101:805–825. https://doi.org/10.1785/0120100035,2011

    Article  Google Scholar 

  • Petersen M, Cao T, Dawson T, Frankel A, Wills C, Schwartz D (2004). Mapping fault rupture hazard for strike-slip earthquakes. 13th World Conference on Earthquake Engineering, Vancouver, Canada

  • Quigley MC, Bastin S, Bradley BA (2013) Recurrent liquefaction in Christchurch, New Zealand, during the Canterbury earthquake sequence. Geology 41(4):419–422

    Google Scholar 

  • Rahman MdA, Shoukat Ahmed A, Imam MO (2020) Rational way of estimating liquefaction severity: An ımplication for Chattogram, the Port City of Bangladesh. Geotech Geol Eng 38:2359–2375

    Google Scholar 

  • Rapti I (2016) Numerical modeling of liquefaction-induced failure of geostructures subjected to earthquakes. Construction hydraulique. Université Paris-Saclay - CentraleSupélec, English. ffNNT : 2016SACLC025ff. fftel-01329628

  • Robertson PK, Wride CE (1998) Evaluating cyclic liquefaction potential using the cone penetration test. Can Geotech J 35(3):442–459

    Google Scholar 

  • Rodriguez-Arriaga E, Green RA (2018) Assessment of the cyclic strain approach for evaluating liquefaction triggering. Soil Dyn Earthq Eng 13:202–2014

    Google Scholar 

  • Seed HB (1979) Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. J Geotech Eng Div ASCE 105(GT2):201–55

    Google Scholar 

  • Seed HB, Idriss IM (1967) Analysis of liquefaction: Niigata earthquake. Proc ASCE 93(SM3):83–108

    Google Scholar 

  • Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng Div. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458),458-482

    Article  Google Scholar 

  • Seed HB, Tokimatsu K, Harder LF Jr, Chung R (1985) Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng 111(12):1425–1445

    Google Scholar 

  • Seed RB, Dickenson SE, Idriss IM (1991) Principal geotechnical aspects of the 1989 Loma Prieta earthquake. Soils Found, Japanese Society of Soil Mechanics and Foundation Engineering 31(1):1–26

    Google Scholar 

  • Seed HB, Idriss IM (1971) Simplified procedure for evaluating soil liquefaction potential. J Soil Mech Found Div ASCE 97 (SM9, Proc. Paper 8371) 1249–1273

  • Seed H, Bolton KM, Clarence KC (1975) Influence of seismic history on the liquefaction characteristics of sands. Report No, EERC 75–25, Earthquake Engineering Research Center, University of California, Berkeley

  • Seed RB, Cetin KO, Moss RES, Kammerer A, Wu J, Pestana J, Riemer M, Sancio RB, Bray JD, Kayen RE, Faris A (2003) Recent advances in soil liquefaction engineering: a unified and consistent framework. Keynote presentation, 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Long Beach, CA

  • Seed HB (1983) Earthquake-resistant design of earth dams. In: Proceedings of symposium on seismic design of earth dams and caverns. ASCE, New York, pp 41–64

  • Shepard D (1968) A two-dimensional interpolation function for irregularly-spaced data. In Proceedings of the 23rd ACM National Conference, 517–524

  • Shirahama Y, Yoshimi M, Awata Y, Maruyama T, Azuma T, Miyashita Y, Mori H, Imanishi K, Takeda N, Ochi T, Otsubo M, Asahina D, Miyakawa A (2016) Characteristics of the surface ruptures associated with the 2016 Kumamoto earthquake sequence, central Kyushu. Jpn Earth Planets Space 68(1):191. https://doi.org/10.1186/s40623-016-0559-1

    Article  Google Scholar 

  • Sianko I, Ozdemir Z, Khoshkholghi S, Garcia R, Hajirasouliha I, Yazgan U, Pilakoutas K (2020) A practical probabilistic earthquake hazard analysis tool:case study Marmara region. Bull Earthq Eng 18:2523–2555

    Google Scholar 

  • Sonmez H (2003) Modification of the liquefaction potential index and liquefaction susceptibility mapping for a liquefaction-prone area (Inegol, Turkey). Environ Geol 44(7):862–871

    Google Scholar 

  • Sonmez H, Gokceoglu C (2005) A liquefaction severity index suggested for engineering practice. Environ Geol 48(1):81–91

    Google Scholar 

  • Sozbilir H, Ozkaymak C, Uzel B, Sumer O, Eski S, Tepe C (2016a) Paleoseismology of the Havran-Balıkesir Fault Zone: Evidence for past earthquakes in the strike- slip-dominated contractional deformation along the southern branches of the North Anatolian fault in northwest Turkey. Geodin Acta 28(4):254–272

    Google Scholar 

  • Sozbilir H, Sumer O, Ozkaymak C, Uzel B, Guler T, Eski S (2016b) Kinematic analysis and paleoseismology of the Edremit Fault Zone: evidence for past earthquakes in the southern branch of the North Anatolian Fault Zone, Biga Peninsula, NW Turkey. Geodin Acta 28(4):273–294

    Google Scholar 

  • Sozbilir H, Ozkaymak C, Uzel B, SUmer O (2018) Criteria for surface rupture microzonation of active faults for earthquake hazards in urban areas, N. Handbook of research on trends and digital advances in engineering geology, 765 pages, IGI Global. https://doi.org/10.4018/978-1-5225-2709-1

  • Sozbilir H, Ozkaymak C, Sumer O, Uzel B, Eski S (2019) Earthquake hazard sources and precautions to be taken of Balıkesir Province.TMMOB Chamber of Geological Engineers Balikesir Provincial Representative, Balikesir, Turkey, pp 23–62 (in Turkish)

  • Tanaka Y (2000) The 1995 Great Hanshin earthquake and liquefaction damages at reclaimed lands In Kobe Por. International Society of Offshore and Polar Engineers 10(1), 1–9, ISOPE-00–10–1–064

  • Toprak S, ASCE AM, Holzer TL (2003) Liquefaction Potential Index: field assessment. J Geotech Geoenviron Eng 315–322

  • Tsuchida H 1970 Prediction and countermeasure against liquefaction in sand deposits Sem. of the Port and Harbor Research Institute

  • Ulusay R, Tuncay E, Sonmez H, Gökçeoglu C (2004) An attenuation relationship based on Turkish strong motion data and iso-acceleration map of Turkey. Eng Geol 74(3/4):265–291

    Google Scholar 

  • van Ballegooy S, Malan P, Lacrosse V, Jacka ME, Cubrinovski M, Bray JD, O’Rourke TD, Crawford SA, Cowan H (2014) Assessment of liquefaction-induced land damage for residential Christchurch. Earthq Spectra 30(1):31–55. https://doi.org/10.1193/031813EQS070M

    Article  Google Scholar 

  • Van Dissen RJ, Berryman K, Webb T, Stirling M, Villamor P, Wood PR, Pace B et al. (2003) An interim classification of New Zealand’s active faults for the mitigation of surface rupture hazards. Proceedings of Pacific Conference on Earthquake Engineering

  • Wells DL, Kulkarni VS (2014) probabilistic and deterministic fault displacement hazard analysis – sensitivity analyses and recommended practices for developing design fault displacements. Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK

  • Wells D, Coppersmith K (1994) New empirical relationships among magnitude, rupture length, rupture width, rupture area and surface dislacement. Bull Seismol Soc Am 84:974–1002

    Google Scholar 

  • WGSM (Working Groupon Seismic Microzoing); 2008: Indirizzi e criteri per la microzonazione sismica. Conferenzadelle Regioni e delle Province autonome – Dipartimento della ProtezioneCivile,Roma, 3 vol. e DVD,(in Italian) available online at the website, English version at http://www.protezionecivile.gov.it/httpdocs/cms/attach_extra/GuidelinesForSeismicMicrozonation.pdf (online)

  • Yongshuang Z, Jusong S, Ping S, Weimin Y, Xin Y, Chunshan Z, Tanyu X (2013) Surface ruptures induced by the Wenchuan earthquake: Their influence widths and safety distances for construction sites. Eng Geol 166:245–254

    Google Scholar 

  • Youd TL, Perkins DM (1978) Mapping liquefaction-ınduced ground failure potential. J Geotech Eng Div 104(4):433–446

    Google Scholar 

  • Youd TL, Perkins DM (1987) Mapping of liquefaction severity index. J Geotechnical Eng ASCE 113(1987):1374–1392

    Google Scholar 

  • Youd TL, Idriss IM, Andrus RD, Arango I, Castro G, Christian JT, Dobry R, Finn WDL, Harder LF Jr, Hynes ME, Ishihara K, Koester JP, Liao SSC, Marcuson WF, Martin GR, Mitchell JK, Moriwaki Y, Power MS, Robertson PK, Seed RB, Stokoe KH (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEERINSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron Eng 127(10):817–833

    Google Scholar 

  • Youd TL, Hoose SN (1977) Liquefaction susceptibility and geologic setting. 6th World Conf Earthq Eng 2189–94

  • Youd TL (1975) Liquefaction, flow, and associated ground failure. In: "Proceedings of the U.S. National Conference on Earthquake Engineering". Ann Arbor, Michigan, pp 146–155

  • Youd TL (2014) Ground failure investigations following the 1964 Alaska Earthquake Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21–25, 2014, Anchorage, Alaska

  • Youngs RR, Arabasz WJ, Anderson RE, Ramelli AR, Ake JP, Slemmons DB, McCalpin JP, Doser DI, Fridrich CJ, Swan FH III, Rogers AM, Yount JC, Anderson LW, Smith KD, Bruhn RL, Knuepfer LK, Smith RB, dePolo CM, O’Leary KW, Coppersmith KJ, Pezzopane SK, Schwartz DP, Whitney JW, Olig SS, Toro GR (2003) A methodology for probabilistic fault displacement hazard analysis (PFDHA). Earthq Spectra 19(1):191–219

    Google Scholar 

Download references

Acknowledgements

This study was carried out within the scope of the project, no. 1.2015.0018, supported by Balikesir University Scientific Research Unit (Balikesir, Turkey). The authors would like to thank the Balikesir University Scientific Research Unit Board of Directors for their support for this project.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Nurcihan Ceryan.

Ethics declarations

Conflict of interest

The authors declare that they have no competing interests.

Additional information

Responsible Editor: Zeynal Abiddin Erguler

Publisher’s note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Ceryan, S., Ceryan, N. A new index for microzonation of earthquake prone settlement area by considering liquefaction potential and fault avoidance zone: an example case from Edremit (Balikesir, Turkey). Arab J Geosci 14, 2216 (2021). https://doi.org/10.1007/s12517-021-08573-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-021-08573-3

Keywords

Navigation