Tekrarlı yükleme sebepli zemin oturmalarının olasılıksal belirlenmesi

Date

2008-10-17

Author

Çetin, Kemal Önder
Wu, Jiaer
Kammerer, Annie
Seed, Raymond B.

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

41
views

0
downloads

URI

https://hdl.handle.net/11511/92411

Conference Name

Zemin Mekaniği ve Temel Mühendisliği Onikinci Ulusal Kongresi

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

Finite element implementation of a model to estimate the permanent strain of cyclically-loaded soil Babaoğlu, Muhittin; Erdoğan, Sinan Turhan; Department of Civil Engineering (2020) In vast majority of geotechnical structures such as monopile or strip foundation, which are subjected to repeated loading, long-term resilience of the structures is directly related with the behavior of granular materials subjected to cyclic loading. Repeatedly loaded structure distributes stress to soil that surrounds the structure. When granular materials are exposed to cyclic loading, plastic strain occurs despite the applied stress is less than plastic yield, which results to residual settlement. This t...
Tekrarlı deniz dalga yükleri altında zemin sıvılaşması tetiklenme davranışı Bilge, Habib Tolga; Yunatçı, A. Anıl; Unutmaz, Berna; Yunatçı, Ipek; Çetin, Kemal Önder (2007-10-01)
Tekrarlı Direk Kesme Deneyi ile Ankara Kilinin Rezidüel Kayma Dayanımı Huvaj Sarıhan, Nejan (null; 2013-12-05) Drained r esidual shear strength of stiff (overconsolidated) clays develop after some cumulative shear displacements, due to parallel alignment of plate - shaped clay particles under normal and shear stresses , in the direction of shear. Residual sh ear strength is the lowest constant shear resistance of a stiff clay and it can be obtained by ring shear or reversal direct shear box tests. The goal of this study is to determine the drained res...
Tekrarlı gerilme oranını kullanarak bina altlarında boşluk suyu basıncı tahmini Unutmaz, Berna; Çetin, Kemal Önder (2010-10-01)
Buildings under recurring near-field earthquakes Beyhan, Bayhan; Gülkan, Polat; Yakut, Ahmet; Department of Civil Engineering (2010) Prior to this study, to our best knowledge, no cast-in-place, older-type RC building has ever been subjected to near-field strong ground motions from three major earthquakes. This happened in an indirect way in Turkey over a time span of eleven years. Three identical buildings belonging to Ministry of Public Works and Resettlement (MPWR) that had been built to the same design templates, experienced March 13th 1992 Erzincan earthquake in Erzincan, November 12th 1999 Düzce earthquake in Bolu and May 1st 2003 ...

Citation Formats

K. Ö. Çetin, J. Wu, A. Kammerer, and R. B. Seed, “Tekrarlı yükleme sebepli zemin oturmalarının olasılıksal belirlenmesi,” presented at the Zemin Mekaniği ve Temel Mühendisliği Onikinci Ulusal Kongresi, Konya, Türkiye, 2008, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92411.