The aftermath of 2011 Van earthquakes: evaluation of strong motion, geotechnical and structural issues

October 23rd, 2011 ML6.7 (Mw7.2 KOERI) Tabanli-Van Earthquake caused damage in a widespread area specifically in the settlement regions throughout the Lake Van. A number of 58 buildings totally collapsed during the shake with 52 of them however, reported to be in Ercis district. 17 days after this destructive event, another earthquake of ML5.6 hit the region again on the 9th of November having the epicentral location at Edremit district. The second earthquake mostly affected the central region of Van province with a number of 25 totally collapsed buildings and furthermore it significantly increased the existing structural damages. Strong motion records from both earthquakes and their impacts on structures as well as geotechnical issues are studied in this paper. Extensive liquefaction triggered lateral spread, landslide and slope failure cases were observed mainly at non-residential areas. Soil amplification is evaluated to be one of the main reasons for the heavy damage occurred in Ercis. Furthermore, site investigations and damage assessment performed after each earthquake proved that the observed damages are strongly correlated with insufficient qualities of structural materials, inadequate detailing and poor workmanship.

[1]  C. R. Allen Active Faulting in Northern Turkey , 1969 .

[2]  W. B. Joyner,et al.  Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work , 1997 .

[3]  Levent Selçuk,et al.  Microzonation of the Plio-Quaternary soils: a study of the liquefaction risk potential in the Lake Van Basin, Turkey , 2007 .

[4]  M. Utkucu Implications for the water level change triggered moderate (M ≥ 4.0) earthquakes in Lake Van basin, Eastern Turkey , 2006 .

[5]  Kenneth W. Campbell,et al.  Strong Motion Attenuation Relations: A Ten-Year Perspective , 1985 .

[6]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[7]  A new attenuation relationship for peak ground accelerations derived from strong-motion accelerograms. , 1989 .

[8]  A. M. Celâl Şengör,et al.  Eastern Turkish high plateau as a small Turkic-type orogen: Implications for post-collisional crust-forming processes in Turkic-type orogens , 2008 .

[9]  D. McKenzie Active Tectonics of the Mediterranean Region , 1972 .

[10]  沿岸開発技術研究センター,et al.  Handbook on liquefaction remediation of reclaimed land , 1997 .

[11]  Ö. Aydan,et al.  THE CHARACTERISTICS OF SEISMIC , STRONG MOTION AND STRUCTURAL DAMAGE OF THE 2011 VAN-ERC İŞ EARTHQUAKE , 2012 .

[12]  H. Shah,et al.  A Bayesian model for seismic hazard mapping , 1979 .

[13]  S. Adamia,et al.  Neotectonics of East Anatolian Plateau (Turkey) and Lesser Caucasus: implication for transition from thrusting to strike-slip faulting , 2001 .

[14]  Serkan Üner,et al.  Pekişmemiş sedimanlarda depremlerle oluşan deformasyon yapilari (sismitler): Van Gölü Havzasi, Doğu Anadolu Earthquake induced soft sediment deformation structures (seismites): Van Gölü Basin, Eastern Anatolia , 2010 .

[15]  Candan Gokceoglu,et al.  An attenuation relationship based on Turkish strong motion data and iso-acceleration map of Turkey , 2004 .

[16]  E. Bozkurt,et al.  Neotectonics of Turkey – a synthesis , 2001 .

[17]  A. Şengör,et al.  The North Anatolian transform fault: its age, offset and tectonic significance , 1979, Journal of the Geological Society.

[18]  J. Dewey,et al.  Shortening of continental lithosphere: the neotectonics of Eastern Anatolia — a young collision zone , 1986, Geological Society, London, Special Publications.