A constitutive model for unsaturated soil-structure interfaces
عنوان مقاله: A constitutive model for unsaturated soil-structure interfaces
شناسه ملی مقاله: GEOTEC01_081
منتشر شده در اولین کنفرانس ملی مهندسی ژئوتکنیک در سال 1392
شناسه ملی مقاله: GEOTEC01_081
منتشر شده در اولین کنفرانس ملی مهندسی ژئوتکنیک در سال 1392
مشخصات نویسندگان مقاله:
Mehdi Kadivar - M.Sc. student in Geomechanics, Department of Civil & Environmental Engineering, Shiraz University of Technology, Shiraz, Iran
Ali Lashkari - Assistant professor, Department of Civil & Environmental Engineering, Shiraz University of Technology, Shiraz, Iran
خلاصه مقاله:
Mehdi Kadivar - M.Sc. student in Geomechanics, Department of Civil & Environmental Engineering, Shiraz University of Technology, Shiraz, Iran
Ali Lashkari - Assistant professor, Department of Civil & Environmental Engineering, Shiraz University of Technology, Shiraz, Iran
In geotechnical engineering structures, there may be a thin layer of soil between soil and structurethrough which, load transferring occurs. This layer is called soil-structure interface and the mechanicalresponse of geostructures depends strongly on the behavior of this layer. If the soil mass is in unsaturatedstate, then the interface is technically called unsaturated interface. In this paper, a constitutive model forunsaturated soil-structure interfaces is introduced. The soil-water characteristic curve and the concept ofmodified effective stress are adopted to create an appropriate hydro-mechanical coupling. The modelpredictive capacity is evaluated by comparing its predictions with the existing experimental data.
کلمات کلیدی: Constitutive model, Matrice suction, Critical state, Unsaturated interface
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/228502/