摘要
通过建立某海堤工程的有限单元法模型,运用ANSYS分析软件对单排桩加固的海堤进行了位移计算,并对加固方案中排桩间距、插入深度和距离海堤的最小距离等问题进行了对比分析,得到了该海堤加固工程的优化参数。结果表明排桩是满足稳定性要求的,对以后的设计工作有一定的参考价值。
Through the establishment of a seawall reinforcement engineering＇ s finite element method model, the displace- ment of the seawall reinforced with single-rank piles is calculated by using ANSYS, then the mw pile space, inserted length and the minimum distance between the single row pile and seawall et al are compared and analyzed, thereby obtaining the optimization parameters of the seawall reinforcement engineering. The results show that the single row pile could meet stability requirements, which would have a certain reference value for the design in the future.
出处
《水利与建筑工程学报》
2013年第3期73-76,共4页
Journal of Water Resources and Architectural Engineering
关键词
海堤加固
桩式离岸堤
单排桩
seawall reinforcing
offshore dike with pries
single-rank pile
