Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus

Mltsutoshi Yoshimine*, Recep Özay, Atila Sezen, Atilla Ansal

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: Dergiye katkıMakalebilirkişi

17 Atıf (Scopus)

Özet

A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)131-136
Sayfa sayısı6
DergiSoils and Foundations
Hacim39
Basın numarası2
DOI'lar
Yayın durumuYayınlandı - 1999

Parmak izi

Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus' araştırma başlıklarına git. Birlikte benzersiz bir parmak izi oluştururlar.

Alıntı Yap