摘要
结合工程实例对高桩码头排架桩基呈三角形布置的特殊结构进行有限元计算分析,研究了平行移桩简化法以及局部桩基刚度变化对结构受力的影响。结果表明,采用文中推荐的简化方法进行结构计算可以满足工程设计要求。
The local bent pile foundation of high-pile wharf is arranged in triangular shape, we carried the finite element analy sis on this special structure combining with engineering examples, studied the simplified method for parallel moving the pile and the influence of the local pile foundation stiffness on the structure stress. The results show that using the recommended simplified method to do the structural calculation can meet the requirements of engineering design.
出处
《中国港湾建设》
2014年第8期12-15,共4页
China Harbour Engineering
关键词
桩基
布置形式
高桩码头
平行移桩
pile foundation
arrangement type
high-pile wharf
parallel move the pile
