Effect of Pile Cap Geometry on Soil Arching Behavior in GRPS Embankments: A Comparative Study
Publish place: Structural Engineering & Geotechnic، Vol: 13، Issue: 1
Publish Year: 1402
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:
JR_QSEJ-13-1_005
تاریخ نمایه سازی: 31 مرداد 1403
Keywords:
Geosynthetic-Reinforced Pile-Supported Embankments (GRPS) , Pile head shapes , Soil arching , Settlement
Authors
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
