Zemin Etüdü El Kitabı

Laman, Mustafa
Tan, Özcan
İkizler, Sabriye Banu
Huvaj Sarıhan, Nejan
Sağlam, Selman
Dadaşbilge, Ozan
Darı, Levent
Bildirici Suna, Ayşegül
Karaçöl Özgür, Özge


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 ...
How to Account for Uncertainty in Soil Properties in Offshore Monopile Design by Means of Probabilistic Analysis
Orakcı, Olgu; Huvaj Sarıhan, Nejan; Anogiatis, Georgios; Department of Civil Engineering (2022-2-28)
Offshore wind turbines gain more importance worldwide as they contribute to reduce greenhouse gas emissions and achieve a low-carbon future producing sustainable energy. Monopile is the most commonly employed foundation type for offshore wind turbines. Monopile design requires a comprehensive assessment of seabed soil properties with depth. However, seabed soils involve inherent variability and uncertainty in material properties. Modifications to deterministic design approaches are suggested in the literatu...
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...
Zemin deneylerinde minumum numune sayısı
Kumbasar, Vahit; Toğrol, Ergün(1970)
Use of nails as settlement reducers under footings : a model study
Kul, İsa; Ergun, Mehmet Ufuk; Department of Civil Engineering (2003)
Citation Formats
M. Laman et al., Zemin Etüdü El Kitabı. 2016.