摘要
利用大型有限元软件ABAQUS对某大型桥梁群桩基础沉降情况进行三维数值分析,研究了群桩体系受荷后的沉降分布规律和变形发展机理,并将其模拟结果与现场实测值及规范计算结果进行了比较分析,验证了该方法的正确性,证明该方法具有很强的工程实用价值。
The author gets three-dimensional numerical analysis on one large bridge group pile foundation settlement situation based on the large finite element software ABAQUS, studies settlement distribution law and deformation development mechanism of group pile after loaded, and compares and analyzes its simulation results with field measurement results and standard calculation results, verifies the correctness of this method, proves that this method has high project practice value.
出处
《山西建筑》
2009年第9期108-109,共2页
Shanxi Architecture
关键词
三维数值分析
群桩
沉降量
规范
three-dimensional numerical analysis, group pile, settlement quantity, standard
