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
