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对新型螺杆灌注桩的受力特征与破坏性状的探讨
引用本文:方崇,张信贵,彭桂皎.对新型螺杆灌注桩的受力特征与破坏性状的探讨[J].岩土工程技术,2006,20(6):316-319.
作者姓名:方崇  张信贵  彭桂皎
作者单位:1. 广西大学土木建筑工程学院,广西南宁,530004
2. 武汉理工大学,湖北武汉,430070
摘    要:螺杆灌注桩是一种承载力高、造价低、施工方便、无环境污染的新桩型。根据螺杆桩的静荷载试验资料,深入分析了螺杆桩竖向荷载的传递机理,探讨了螺杆桩的受力特征和破坏性状,为今后螺杆桩的设计和施工提供可靠的依据。

关 键 词:螺杆桩  螺杆灌注桩  受力特征  破坏性状
文章编号:1007-2993(2006)06-0316-04
修稿时间:2006年7月3日

Discussion on the Bearing Force Characteristic and the Failure Behavior of a New Kind of Half-screwed Filling Pile
Fang Chong,Zhang Xingui,Peng Guijiao.Discussion on the Bearing Force Characteristic and the Failure Behavior of a New Kind of Half-screwed Filling Pile[J].Geotechnical Engineering Technique,2006,20(6):316-319.
Authors:Fang Chong  Zhang Xingui  Peng Guijiao
Abstract:The half-screwed filling pile is a new kind of pile which has advantages of high bearing capacity,low construction cost,convenient construction,non-environmental pollution.The vertical load transmission mechanism thoroughly is analyzed about half-screwed pile based on the static load experiment results.Its bearing force characteristic and failure behavior is discussed and the reliability basis of the half-screwed pile design and construction is provided.
Keywords:half-screwed pile  half-screwed filling pile  bearing force characteristic  failure behavior  
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