摘要
针对某工程双排钢板桩围堰进行了室内模型试验,介绍了模型的设计与制作,包括材料、结构、尺寸、量测系统等。试验对实际工程情况进行了模拟,得到了作用在板桩墙上的土压力、板桩墙的位移及应变分布,初步分析表明试验成果可信,可为类似的结构设计提供参考。
Based on the practical project of double-row steel sheet piles cofferdam, the experiment was introduced in this paper including material, model structure, size, measurement system, etc. Then the earth pressure, displacement and stress of sheet piles are obtained according to the simulation of the practical engineering. The preliminary analysis shows that the measure results are creditable, which can be referenced for design of similar structures.
出处
《水道港口》
2009年第2期127-131,共5页
Journal of Waterway and Harbor
关键词
围堰
土压力
位移
应力
cofferdam
earth pressure
displacement
stress
