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水平循环荷载作用下桩基p-y曲线模型研究进展
引用本文:王兆耀,刘红军,胡瑞庚.水平循环荷载作用下桩基p-y曲线模型研究进展[J].海洋通报,2020,39(4):401-407.
作者姓名:王兆耀  刘红军  胡瑞庚
作者单位:中国海洋大学 环境科学与工程学院,山东 青岛 266100;中国海洋大学 环境科学与工程学院,山东 青岛 266100;山东省海洋环境地质工程重点实验室,山东 青岛 266100
基金项目:国家自然科学基金 (41572247);山东省科技攻关资助项目 (2014GGX104007)
摘    要:p-y 曲线法常用于水平静力受荷桩的分析,但海洋工程中的桩基除静力外还承受波、流等循环荷载作用,将静力 p-y曲线直接用于循环荷载下桩基的设计研究时,往往会产生误差。本文梳理了水平循环荷载作用下 p-y 曲线模型的研究成果, 按照得到循环 p-y 曲线的不同方式,将其分为总体调整法和参数修正法。在参数修正法中,根据修正时考虑的因素不同,分为考虑荷载特性的修正和考虑桩土相互作用的修正。最后通过对循环荷载作用下 p-y 曲线研究现状的总结对比,评价了不同方法的特点,讨论了当前研究存在的问题并给出了建议。

关 键 词:海洋工程  桩基础  p-y曲线  水平循环荷载  修正方法
收稿时间:2019/9/20 0:00:00
修稿时间:2019/12/17 0:00:00

The review of p-y curve model for lateral cyclic loaded pile
WANG Zhaoyao,LIU Hongjun,HU Ruigeng.The review of p-y curve model for lateral cyclic loaded pile[J].Marine Science Bulletin,2020,39(4):401-407.
Authors:WANG Zhaoyao  LIU Hongjun  HU Ruigeng
Institution:College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Qingdao 266100, China)
Abstract:P-y curve method is often applied to analysis of piles subjected to lateral monotonic loads,but the piles in ocean engineering also bear the lateral cyclic loads induced by wave and current, and errors often occur when monotonic p-y curve was directly used for the design and research of cyclic loaded piles. In this paper, the current research progress of cyclic p-y curve model is introduced. According to the different ways of obtaining cyclic p-y curve, the method is classified into overall adjustment method and parameter modification method. In parameter modification method, according to the different factors considered in the process, it can be subdivided into correcting by cyclic load characteristics and pile-soil interaction. At last, based on summary and comparison, the characteristics of different methods are discussed,then problems and suggestions of existing researches are put forward.
Keywords:ocean engineering  pile foundation  p-y curve  lateral cyclic load  correction method
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