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annual 2010/2011 of the croatian academy of engineering - HATZ

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Annual <strong>2010</strong>/<strong>2011</strong> <strong>of</strong> <strong>the</strong> Croatian Academy <strong>of</strong> Engineering 13<br />

Figure 1: a, b) Cracks in <strong>the</strong> wall <strong>of</strong> <strong>the</strong> church <strong>of</strong> St. Marie in Granešina with marked direction<br />

<strong>of</strong> <strong>the</strong> sliding – size <strong>of</strong> <strong>the</strong> cracks is between 5-10 cm (c) Example o <strong>the</strong> cracks parallel to <strong>the</strong><br />

orientation <strong>of</strong> local compression stress above south church window; (d) same crack extended to<br />

<strong>the</strong> road between <strong>the</strong> church and <strong>the</strong> rectory (Medak et al 2007b)<br />

Figure 2. Gornja Planina, Podizeljska Street 12 – a) crack on <strong>the</strong> concrete oor parallel to <strong>the</strong><br />

fault from zone Stubica-Kašina b) In <strong>the</strong> house yard a concrete curb with a crack <strong>of</strong> 1.5 cm in<br />

size, created in just one year. (apo 2005)<br />

Figure 3. Example <strong>of</strong> cracks due to movements in <strong>the</strong> zone <strong>of</strong> Zagreb fault - Vidovec – cracks 4<br />

cm wide (apo 2009)

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