摘要
结合武汉市东湖通道工程钢板桩围堰工程,根据地勘报告地层参数及现场施工钢板桩入土深度情况,利用数值模拟软件ABAQUS对钢板桩围堰内侧抽水过程中钢板桩位移及拉接钢筋的应力进行数值模拟分析,以期对围堰结构内侧抽水施工提供科学的指导,提高工程的安全性和可控度。
Combing with steel slab pile cofferdam project in Donghu passageway engineering in Wuhan,based on stratum parameters in geological survey report and soil depth of on-site steel slab pile,the steel slab pile displacement and the steel bar stress during pumping process of steel slab pile cofferdam are analyzed by numerical simulation software ABAQUS to improve the safety and controlled degree.
出处
《施工技术》
CAS
北大核心
2014年第S2期197-200,共4页
Construction Technology
关键词
围堰
数值模拟
位移
应力
cofferdam
simulation
displacement
stress
