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大直径长桩承载力与沉降关系计算方法的探讨
引用本文:郭圣栋,魏建华,张璟,陈武军.大直径长桩承载力与沉降关系计算方法的探讨[J].公路交通技术,2006(5):69-70.
作者姓名:郭圣栋  魏建华  张璟  陈武军
作者单位:江西省交通设计院,南昌,330002
摘    要:针对自平衡法计算大直径长桩承载力可疑之处,结合“湖南法”提出一种新的计算方法,该方法合理地阐明了承载力与沉降的关系。

关 键 词:自平衡法  “湖南法”  大直径长桩  承载力  沉降
文章编号:1009-6477(2006)05-0069-02
收稿时间:01 26 2006 12:00AM
修稿时间:2006年1月26日

Discussion on Calculating Method of Relationship Between Bearing Capability and Settlement on Major Diameter Piles
Guo Shengdong,Wei Jianhua,Zhang Jing,Chen Wujun.Discussion on Calculating Method of Relationship Between Bearing Capability and Settlement on Major Diameter Piles[J].Technology of Highway and Transport,2006(5):69-70.
Authors:Guo Shengdong  Wei Jianhua  Zhang Jing  Chen Wujun
Abstract:As for the suspected issues in calculating bearing capability of major diameter long piles by self-balancing approach,this paper suggests a new calculating method with integration of "Hunan Method",so to rationally demonstrate the relationship between bearing capability and settlement.
Keywords:self-balancing approach  "Hunan Method"  major diameter long piles  bearing capability  settlement
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