1 Ocak 2010 Dergi makalesi Açık Erişim

Dincer, Ismail; Acar, Altay; Kocaoglu, Argun

MARC21 XML

<?xml version='1.0' encoding='UTF-8'?>
<record xmlns="http://www.loc.gov/MARC21/slim">
  <leader>00000nam##2200000uu#4500</leader>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Acar, Altay</subfield>
    <subfield code="u">Cukurova Univ, Fac Engn &amp; Architecture, Dept Geol Engn, TR-01330 Adana, Turkey</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Kocaoglu, Argun</subfield>
    <subfield code="u">Istanbul Tech Univ, Fac Mines, Dept Geophys Engn Moslak, TR-34390 Istanbul, Turkey</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="4">
    <subfield code="p">ENGINEERING GEOLOGY</subfield>
    <subfield code="v">111</subfield>
    <subfield code="n">1-4</subfield>
    <subfield code="c">73-89</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">user-tubitak-destekli-proje-yayinlari</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
    <subfield code="a">Creative Commons Attribution</subfield>
    <subfield code="u">http://www.opendefinition.org/licenses/cc-by</subfield>
  </datafield>
  <datafield tag="024" ind1=" " ind2=" ">
    <subfield code="a">10.1016/j.enggeo.2009.12.005</subfield>
    <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">Engineering properties and dynamic behavior of caliche deposits in a seismically active region in southern Turkey</subfield>
  </datafield>
  <datafield tag="100" ind1=" " ind2=" ">
    <subfield code="a">Dincer, Ismail</subfield>
    <subfield code="u">Adiyaman Univ, Vocat High Sch, TR-02040 Adiyaman, Turkey</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="O">
    <subfield code="o">oai:zenodo.org:23813</subfield>
    <subfield code="p">user-tubitak-destekli-proje-yayinlari</subfield>
  </datafield>
  <datafield tag="650" ind1="1" ind2="7">
    <subfield code="2">opendefinition.org</subfield>
    <subfield code="a">cc-by</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="c">2010-01-01</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="u">https://aperta.ulakbim.gov.trrecord/23813/files/bib-c817e560-b350-4a5d-be58-81540859f9ae.txt</subfield>
    <subfield code="z">md5:3957997970e4766edd2b7231f778a7fc</subfield>
    <subfield code="s">196</subfield>
  </datafield>
  <datafield tag="542" ind1=" " ind2=" ">
    <subfield code="l">open</subfield>
  </datafield>
  <controlfield tag="005">20210315112025.0</controlfield>
  <controlfield tag="001">23813</controlfield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">publication</subfield>
    <subfield code="b">article</subfield>
  </datafield>
  <datafield tag="520" ind1=" " ind2=" ">
    <subfield code="a">Despite the epcientral distance of 40 km significant structural damage was observed during the Adana-Ceyhan earthquake (Mw=6.2) of 27 June 1998 in the countryside where mostly low-rise (1-2 storey) buildings are founded on caliche deposits. However, the observed damage was not uniform in that similar buildings located on other caliche sites were only slightly damaged. This study evaluates the engineering and dynamic behavior of the caliche deposits in an effort to explain the observed variation in damage. Horizontal-to-vertical spectral ratios were obtained from both microtremor measurements and strong motion records of aftershocks. Furthermore, ground amplification was modeled using one-dimensional site response analysis based on the soil profiles that were obtained from previously available geotechnical and geophysical data. The results compared with the observed damage distribution show that significant amplification does not occur on most of the caliche deposits for frequencies up to 10 Hz. Moreover, the largest amplification factor of about 5 was found at frequency of 7.5 Hz in Kilicli village in which mostly low-rise (1-2 storey) buildings are located. Results of 1-D linear site response analyses suggest that 1 or 2 m thick hardpan lying on top has no significant effect on soil amplification other than a slight shift in fundamental frequency. Amplification is most significantly influenced by the thickness of the softpan. Crown Copyright (C) 2009 Published by Elsevier B.V. All rights reserved.</subfield>
  </datafield>
</record>