İnce taneli zeminde konsolidasyonlu-drenajsız kesme sırasında boşluk suyu basıncı değişimi

Bu çalışmada; yapay olarak hazırlanmış ince taneli kohezyonlu bir zeminde konsolidasyonlu-drenajsız üç eksenli deney esnasında deviatör gerilme ile boşluk suyu basıncı ve gerilme oranı arasındaki ilişki incelenmiştir. Sonuçlar, artan deviatör gerilme ile birlikte boşluksuyu basıncı ve gerilme oranının yenilme noktasına kadar arttığını ve bu noktadan sonra ise düşüşe geçtiğini göstermiştir.

Pore pressure changes during consolidated undrained shear of a fine grained soil

In this study, relationships between deviatoric stress, pore pressure and stress ratio have been investigated during triaxial consolidated-undrained shear of a fine grained artificial soil. The results show that as the deviatoric stress increases, both the pore pressure and stress ratio increase up to the failure point and from this point on they both start to decrease.

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