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大直径桩承载特性的研究进展评述
引用本文:应亦凡,熊良宵.大直径桩承载特性的研究进展评述[J].地质灾害与环境保护,2014(2):104-112.
作者姓名:应亦凡  熊良宵
作者单位:台湾中原大学土木工程系;宁波大学建筑工程与环境学院;
摘    要:从大直径桩的荷载传递特性、在竖向荷载作用下承载特性的试验和理论、在水平向荷载作用下承载特性的试验和理论方面评述大直径桩承载特性的研究进展。同时指出各种研究中存在的问题,以及各种研究方法的优点和不足。

关 键 词:大直径桩  竖向荷载  水平荷载  承载特性

OVERVIEW OF RESEARCH PROGRESS OF LOAD-BEARING BEHAVIOR OF PILES OF LARGE-DIAMETER
Institution:YING Yi-fan , XIONG Liang-xiao (1. Department of Civil Engineering, Chung Yuan Christian University, Chungli 32023,China; 2. Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo 315211,China)
Abstract:The research progress in the bearing behavior of large-diameter piles has been summarized from load-transfer mechanism, the experimental and theoretical studies on the bearing behavior of large-diameter piles under vertical and horizontal loads. This paper points out the problems existing in research method of all kinds and advantages and disadvantages of various research methods.
Keywords:Large-diameter pile  vertical load  horizontal load  bearing behavior
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