摘要
结合具体工程实例,在国内外学者的研究成果上,通过Plaxis有限元数值模拟分析了人工堆载对桥桩的影响,得出了人工堆土对邻近桥桩的内力与位移变化规律,得到的结论与前期监测数据相吻合,对今后施工具有一定的指导意义。
In this paper, combined with specific engineering example, the research results of scholars at home and abroad, through the Plaxis fi-nite element numerical simulation analysis of the effect of artificial heap load on the bridge pile, the artificial pile soil is obtained the change law of internal force and displacement of adjacent bridge pile. The conclusion is consistent with the previous monitoring data, and has some guiding significance for future construction.
出处
《山西建筑》
2017年第15期70-72,共3页
Shanxi Architecture
关键词
堆土
桥桩
位移
桩基
pile soil, bridge pile, displacement, pile foundation
