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An equation for predicting shear strength envelope with respect to matric suction

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dc.creator Kayadelen, C
dc.creator Keskin, MS
dc.creator Soylemez, M
dc.creator Tekinsoy, MA
dc.date 2004-01-01T01:00:00Z
dc.date.accessioned 2021-12-03T11:20:04Z
dc.date.available 2021-12-03T11:20:04Z
dc.identifier 36a9989e-3dbf-42be-996c-11da38ac4d02
dc.identifier 10.1016/j.compgeo.2004.08.001
dc.identifier https://avesis.sdu.edu.tr/publication/details/36a9989e-3dbf-42be-996c-11da38ac4d02/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/90881
dc.description Determining the shear strength parameters of unsaturated soils generally involves costly, time-consuming and sophisticated testing programme. This paper proposes a new method for prediction of shear strength with respect to matric suction. The variation of shear strength with respect to matric suction is described by using the air-entry value and the internal friction angle of a soil specimen. The validity of the method is tested for a number of suction strength data available in the literature. The shear strengths with respect to matric suction obtained from the proposed method are in nicely good agreement with experimental results. (C) 2004 Elsevier Ltd. All rights reserved.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title An equation for predicting shear strength envelope with respect to matric suction
dc.type info:eu-repo/semantics/article


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