Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effects of Fine Content on Undrained Shear Response of Sand–Clay Mixture
https://orcid.org/http://orcid.org/0000-0001-8476-1023
The aim of this paper is to investigate the influence of fines content on the undrained shear behavior of sand–clay mixtures with fines contents at 0%, 5%, 10%, 12.5%, 15%, 17.5%, 20%, 22.5 and 25%. The shear strength of the mixture has been evaluated in terms of skeleton void ratio and transitional fines content. Materials used are poorly graded sand from the eastern coast of Famagusta, and swelling clay from Nicosia, North Cyprus. Direct shear (DS) tests were used to evaluate the shear strength parameters of sand–clay mixtures at constant strain rate of 1 mm/min under normal stresses of 27.78, 55.56 and 83.33 kPa. The DS test results indicated a unique relation between the transitional fines content and the angle of internal friction, in which the internal friction angle increased with increasing fines until reached maximum value of 45.68° at the transitional fines content (10%). Therefore, additional fines content increased the shear strength up to the transitional fines content after which decrement occurred for all normal stresses.
Effects of Fine Content on Undrained Shear Response of Sand–Clay Mixture
https://orcid.org/http://orcid.org/0000-0001-8476-1023
The aim of this paper is to investigate the influence of fines content on the undrained shear behavior of sand–clay mixtures with fines contents at 0%, 5%, 10%, 12.5%, 15%, 17.5%, 20%, 22.5 and 25%. The shear strength of the mixture has been evaluated in terms of skeleton void ratio and transitional fines content. Materials used are poorly graded sand from the eastern coast of Famagusta, and swelling clay from Nicosia, North Cyprus. Direct shear (DS) tests were used to evaluate the shear strength parameters of sand–clay mixtures at constant strain rate of 1 mm/min under normal stresses of 27.78, 55.56 and 83.33 kPa. The DS test results indicated a unique relation between the transitional fines content and the angle of internal friction, in which the internal friction angle increased with increasing fines until reached maximum value of 45.68° at the transitional fines content (10%). Therefore, additional fines content increased the shear strength up to the transitional fines content after which decrement occurred for all normal stresses.
Effects of Fine Content on Undrained Shear Response of Sand–Clay Mixture
https://orcid.org/http://orcid.org/0000-0001-8476-1023
The aim of this paper is to investigate the influence of fines content on the undrained shear behavior of sand–clay mixtures with fines contents at 0%, 5%, 10%, 12.5%, 15%, 17.5%, 20%, 22.5 and 25%. The shear strength of the mixture has been evaluated in terms of skeleton void ratio and transitional fines content. Materials used are poorly graded sand from the eastern coast of Famagusta, and swelling clay from Nicosia, North Cyprus. Direct shear (DS) tests were used to evaluate the shear strength parameters of sand–clay mixtures at constant strain rate of 1 mm/min under normal stresses of 27.78, 55.56 and 83.33 kPa. The DS test results indicated a unique relation between the transitional fines content and the angle of internal friction, in which the internal friction angle increased with increasing fines until reached maximum value of 45.68° at the transitional fines content (10%). Therefore, additional fines content increased the shear strength up to the transitional fines content after which decrement occurred for all normal stresses.
Effects of Fine Content on Undrained Shear Response of Sand–Clay Mixture
Int. J. of Geosynth. and Ground Eng.
Miftah, Ahmed (Autor:in) / Garoushi, Ali Hossien Basheer (Autor:in) / Bilsel, Huriye (Autor:in)
24.03.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Effect of clay content on undrained shear strength of loose sand
| British Library Conference Proceedings | 2005
Undrained Cyclic Shear Behavior of Sand-Kaolin Mixture
| British Library Conference Proceedings | 1994
Undrained Shear Strength of Clay Improved with Sand Compaction Piles
| Online Contents | 1994
Influence of fines content on the undrained cyclic shear strength of sand–clay mixtures
| British Library Online Contents | 2016