Finite Element Modelling of Liquefactionphenomena under cyclic loading
Publish place: The first international conference on advanced research in civil engineering, architecture and urban planning
Publish Year: 1402
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICARCAU01_027
تاریخ نمایه سازی: 29 مرداد 1402
Abstract:
Soil liquefaction is a phenomenon where saturated soil temporarily loses itsstrength and behaves like a liquid due to increased pore water pressureduring seismic events such as earthquake. Many researches haveinvestigated this phenomenon through laboratory and numerical analysis. Inthis study, we have modeled a laboratory-scale model by using finiteelement method, which was previously modeled by various researchersthrough different numerical methods like discrete element method. Based onthis, we have constructed a one-dimensional model that showed high degreeof correlation with the output of centrifuge tests. Finally, we explain theprocedure of creating the numerical model using finite element method,which can be used by researchers intending to work on liquefactionnumerically, and study the excess pore pressure with time for differentheights of soil column.
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Authors
Arif Khan
Faculty of Civil Engineering, Southwest Jiaotong University,China
Mohammad Salem Noori
Msc in Geotechnical Engineering, Istanbul Aydin University, Turkey
Sahand Shokri
Geotechnical Consultant, ParsOlang Consulting Engineers Co, Iran,
Rashid HajivandDastgerdi
Faculty of Civil Engineering and Resource Management, AGH UST, Krakow-۳۰۰۶۵, Poland,