摘要
采用荷载传递法与有限单元法分析了天兴洲大桥超长基础桩的受力性状,结果证明其桩侧阻力承担着绝大部分桩顶荷载。
The mechanical properties of the super-long foundation piles of Tianxingzhou Bridge are analyzed by Load-Transfer Method and also by Finite-Element Method, the result shows that the top load is mainly borne by the side friction resistance of the piles.
出处
《湖北水力发电》
2007年第4期13-15,18,共4页
Hubei Water Power
基金
武汉市建设科技攻关项目资助(武建2006[141]23)
关键词
超长桩
荷载传递法
有限单元法
super-long pile
Load-Transfer Method
Finite-Element Method
