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Zemin araştırmaları ve yüzey zeminlerinin karakterize edilerek belgelendirilmesi Türkiye Afet Yönetim Sisteminin İyileştirilmesi Projesi TUR 94 006
Date
2002-1-01
Author
Çetin, Kemal Önder
Gülkan, Hakkı Polat
Bakır, Bahadır Sadık
Gülkan, P
Soyoz , S
Yılmaz, MT
Ozan, C
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https://hdl.handle.net/11511/88358
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Department of Civil Engineering, Book / Book chapter
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Effects of soil structure interaction and base isolated systems on seismics performance of foundation solis
Soyöz, Serdar; Çetin, Kemal Önder; Department of Civil Engineering (2004)
In this thesis primarily structural induced liquefaction potential was aimed to be analyzed. Also the effect of base isolation systems both on structural performance and liquefaction potential was studied. FLAC software was chosen for the analyses so that structure and soil could be modeled together. By these means the soil structure interaction effects were also examined. Four different structures and three different sites were analyzed under two different input motions. All the structures were also analyz...
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Probability-based assessment of post-liquefaction shear strength: An effective stress approach
Sari, Satuk Buğrahan; Çetin, Kemal Önder; Department of Civil Engineering (2022-6)
Although post-liquefaction shear strengths of soils are very small, their accurate estimations are critical for post-liquefaction stability assessments. Due to the large strain nature of the liquefaction problem and difficulties in preparing re-constituted soil samples representing field conditions, laboratory testing-based assessments are not commonly used. Instead, semi-empirical residual strength assessments based on back analyses of liquefaction-induced failure cases are used for the purpose. Earlier st...
An experimental study of vertical and inclined soil nails under footings as settlement reducers
Engin, Harun Kürşat; Ergun, Mehmet Ufuk; Department of Civil Engineering (2005)
Vertical and inclined soil nails under footings as settlement ا reducing elements is investigated using a physical 1g model in the laboratory. Nails are not connected to footing, they are not so long and vertical settlement of nails is very large compared to usual limits encountered for piles or micropiles. Following the settlement of footing, they share the load together with the footing. The skin friction is mostly mobilized and end-bearing failure occurs continuously during the settlement. The system of ...
Use of nails as settlement reducers under footings : a model study
Kul, İsa; Ergun, Mehmet Ufuk; Department of Civil Engineering (2003)
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K. Ö. Çetin et al.,
Zemin araştırmaları ve yüzey zeminlerinin karakterize edilerek belgelendirilmesi Türkiye Afet Yönetim Sisteminin İyileştirilmesi Projesi TUR 94 006
. 2002.