A sanisand-structure interface model

	A sanisand-structure interface model
Iranian Journal of Science and Technology Transactions of Civil Engineering
شناسنامه علمی شماره، دوره 35، شماره 1، فروردین 2011، صفحه 15-34 اصل مقاله (1.11 M)
شناسه دیجیتال (DOI): 10.22099/ijstc.2012.654
چکیده
The bearing capacity and deformation behavior of geostructures are highly dependent on the mechanical response of a thin layer of soil in contact with a structure that is technically called an interface. This paper presents a constitutive model for the mechanical behavior of sand-structure interfaces. To this goal, the critical state compatible bounding surface framework of Manzari & Dafalias is modified to capture the fundamental state dependent aspects of sand-structure interface behavior. The model has relatively few parameters which have clear physical meanings. The model predictions are compared with experimental results for various interface types, normal stress levels, and stiffness boundary conditions. Using a unique set of model parameters, it is shown that the model is capable of providing reasonable predictions for stress-displacements and normal displacement-tangential displacement behaviors of sand-structure interfaces.
کلیدواژه‌ها
Interface؛ sand؛ state parameter؛ critical state؛ constitutive model؛ bounding surface؛ SANISAND

آمار تعداد مشاهده مقاله: 1,999 تعداد دریافت فایل اصل مقاله: 1,629