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2. 
Earthquake response of R/C frames with reinforced infill walls için kapak resmi
Earthquake response of R/C frames with reinforced infill walls
Earthquake response of R/C frames with reinforced infill walls
by 
Yıldırım, Umut.
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Alıntı: 
mentioned two criteria, existing infill clay brick walls may be strengthened by the addition of a wire mesh
3. 
Experimental and numerical investigation of piping in uniform embankment dam with weak layer at the upper region için kapak resmi
Experimental and numerical investigation of piping in uniform embankment dam with weak layer at the upper region
Experimental and numerical investigation of piping in uniform embankment dam with weak layer at the upper region
by 
Okan, Merve, author.
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constructed by using a mixture consisting of 85 % sand and 15 % clay. A circular tunnel with a diameter of 2
4. 
Numerical modeling of the filter sand performance in embankment dam under static and dynamic conditions için kapak resmi
Numerical modeling of the filter sand performance in embankment dam under static and dynamic conditions
Numerical modeling of the filter sand performance in embankment dam under static and dynamic conditions
by 
Karaoğlu, Aybüke, author.
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material (usually clay) against internal erosion. Internal erosion is defined as the transportation of
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