摘要
针对所罗门群岛珊瑚礁地质特性,采用灌注桩组合H型钢作为桩基基础,通过对结构进行三维有限元计算分析,桩基结构强度与承载力均满足规范及使用要求。为类似工程的方案设计提供思路借鉴。
Under coral reef rock geology condition in Solomon,combination pile foundation of cast-in-situ and H-shaped piles is adopted. Through 3D finite element analysis using SAP2000,the structural strength and bearing capacity of piles can both meet the requirements of code and operation. It can provide references for similar engineering design works.
出处
《施工技术》
CAS
北大核心
2016年第S2期106-107,共2页
Construction Technology
关键词
珊瑚礁地质
桩基
灌注桩组合H型桩
结构强度
承载力
coral reef geology
piles
combination pile foundation of cast-in-situ and H-shaped piles
structural strength
bearing capacity
