Yumuşak zeminler üzerinde dolgu inşasında temel zemini göçmesine dayalı tasarım yaklaşımı

Name: Yumuşak zeminler üzerinde dolgu inşasında temel zemini göçmesine dayalı tasarım yaklaşımı
Author: Arama, Z. A., Çinicioğlu, Safiye Feyza

İsim	Yumuşak zeminler üzerinde dolgu inşasında temel zemini göçmesine dayalı tasarım yaklaşımı
Yazar	Arama, Z. A., Çinicioğlu, Safiye Feyza
Basım Tarihi:	2019-09
Basım Yeri	- TMMOB İnşaat Mühendisleri Odası
Konu	Limit denge, Limit analiz, Yumuşak zeminler, Güvenlik sayısı, Dolgu, Limit equilibrium, Limit analysis, Soft soils, Safety factor, Embankment
Tür	Süreli Yayın
Dil	Türkçe
Dijital	Evet
Yazma	Hayır
Kütüphane:	Özyeğin Üniversitesi
Demirbaş Numarası	1300-3453
Kayıt Numarası	01fd2d21-44ff-42d1-b108-640eb7dc93db
Lokasyon	Civil Engineering
Tarih	2019-09
Örnek Metin	In order to tackle the difficulties encountered in embankment design and construction, a new design method for embankments on soft clays is proposed in this paper. The method approaches to the problem with the philosophy of allowing controllable failures at small depths. Foundation soils are scanned through by applying a limit equilibrium approach specifically developed for the embankment problem and considering different slip planes at various depths. The purpose is to find the depth and the location of the failure region which gives a safety factor value of unity and also values of the safety factors which were mobilized at different depths under an embankment of considered height. Numerical applications of the method are compared with the results of two different commercial software which are developed with finite element and limit state methods.
DOI	10.18400/tekderg.393971
Cilt	30

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Yumuşak zeminler üzerinde dolgu inşasında temel zemini göçmesine dayalı tasarım yaklaşımı

Yazar Arama, Z. A., Çinicioğlu, Safiye Feyza

Basım Tarihi 2019-09

Basım Yeri - TMMOB İnşaat Mühendisleri Odası

Konu Limit denge, Limit analiz, Yumuşak zeminler, Güvenlik sayısı, Dolgu, Limit equilibrium, Limit analysis, Soft soils, Safety factor, Embankment

Tür Süreli Yayın

Dil Türkçe

Dijital Evet

Yazma Hayır

Kütüphane Özyeğin Üniversitesi

Demirbaş Numarası 1300-3453

Kayıt Numarası 01fd2d21-44ff-42d1-b108-640eb7dc93db

Lokasyon Civil Engineering

Tarih 2019-09

Örnek Metin In order to tackle the difficulties encountered in embankment design and construction, a new design method for embankments on soft clays is proposed in this paper. The method approaches to the problem with the philosophy of allowing controllable failures at small depths. Foundation soils are scanned through by applying a limit equilibrium approach specifically developed for the embankment problem and considering different slip planes at various depths. The purpose is to find the depth and the location of the failure region which gives a safety factor value of unity and also values of the safety factors which were mobilized at different depths under an embankment of considered height. Numerical applications of the method are compared with the results of two different commercial software which are developed with finite element and limit state methods.

DOI 10.18400/tekderg.393971

Cilt 30