Effect of Pile Cap Geometry on Soil Arching Behavior in GRPS Embankments: A Comparative Study
عنوان مقاله: Effect of Pile Cap Geometry on Soil Arching Behavior in GRPS Embankments: A Comparative Study
شناسه ملی مقاله: JR_QSEJ-13-1_005
منتشر شده در در سال 1402
شناسه ملی مقاله: JR_QSEJ-13-1_005
منتشر شده در در سال 1402
مشخصات نویسندگان مقاله:
mohammad amir mirzaei - Faculty of Engineering, University of Science and Culture, Tehran, Iran
Monireh Karimian Mobarakeh - Faculty of Civil Engineering, Politecnico di Torino, Turin, Italy
Arif Khan - Faculty of Civil Engineering, Southwest Jiaotong University, China
Adriko norman burua - Faculty of Civil Engineering, Southwest Jiaotong University, China
rashid hajivand dastgerdi - AGH University of Science and Technology, Krakow, Poland
خلاصه مقاله:
کلمات کلیدی:
mohammad amir mirzaei - Faculty of Engineering, University of Science and Culture, Tehran, Iran
Monireh Karimian Mobarakeh - Faculty of Civil Engineering, Politecnico di Torino, Turin, Italy
Arif Khan - Faculty of Civil Engineering, Southwest Jiaotong University, China
Adriko norman burua - Faculty of Civil Engineering, Southwest Jiaotong University, China
rashid hajivand dastgerdi - AGH University of Science and Technology, Krakow, Poland
Geosynthetic-Reinforced Pile-Supported Embankments (GRPS); Pile head shapes; Soil arching; Settlement
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/2058247/