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Dilative behavior of kaolinite under drained creep condition
Authors:Zhao  Dan  Hattab  Mahdia  Yin  Zhen-Yu  Hicher  Pierre-Yves
Institution:1.Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, CNRS, UMR 7239, Université de Lorraine, 7, rue Félix Savart, BP 15082, 57073, Metz Cedex 3, France
;2.Institut de Recherche en Génie Civil et Mécanique, CNRS, UMR 6203, Ecole Centrale de Nantes, Université de Nantes, 1, rue de la No?, BP 92101, 44321, Nantes Cedex 3, France
;3.Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, China
;
Abstract:Acta Geotechnica - This paper studies the dilative behavior of clay during drained creep along triaxial tests under constant mean effective stress, where the volumetric strain is caused by the sole...
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