A new centrifugal testing method: Descending gravity test
Geotechnical Testing Journal, cilt.29, sa.5, ss.355-364, 2006 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 29 Sayı: 5
- Basım Tarihi: 2006
- Doi Numarası: 10.1520/gtj100213
- Dergi Adı: Geotechnical Testing Journal
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
- Sayfa Sayıları: ss.355-364
- Anahtar Kelimeler: Centrifuge, Clay, cpt, Modeling, Overconsolidation ratio, Shear strength, Vane shear, Void ratio
- Boğaziçi Üniversitesi Adresli: Evet
Özet
This paper presents a new centrifugal testing method that has been developed to observe the effects of void ratio and overconsolidation ratio on the generation of undrained shear strength in cohesive soils. This new method provides soil profiles of constant overconsolidation ratio and varying void ratio throughout the sample profile. Combinations of this method with various in situ shear strength tests such as the cone penetration test and the vane shear test constitutes a new methodology which is named the "descending gravity test" (DGT). When DGT is repeated for different acceleration levels during centrifuge testing, it provides the void ratio-undrained shear strength relationship for various magnitudes of overconsolidation ratio. Therefore it renders the observation of the uncoupled effects of void ratio and overconsolidation ratio on the generation of shear strength feasible. Additionally the method requires the unloading of the clay cake, and since swelling of a sample is more rapid than its consolidation the lest lakes a relatively short time, hence the method is efficient. Copyright © 2006 by ASTM International.