چکیده مقاله
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
کلیدواژهها
نویسندگان
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,
شیوه ارجاع
Khan, Arif and Noori, Mohammad Salem and Shokri, Sahand and HajivandDastgerdi, Rashid,1402,Finite Element Modelling of Liquefactionphenomena under cyclic loading,The first international conference on advanced research in civil engineering, architecture and urban planning
ارائهشده در
مجموعه مقالات اولین کنفرانس بین المللی تحقیقات پیشرفته در مهندسی عمران، معماری و شهرسازی20 تیر 1402