CAJ | 학술논문

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.
통과건립모해제공정적유한단원법모형,운용ANSYS분석연건대단배장가고적해제진행료위이계산,병대가고방안중배장간거、삽입심도화거리해제적최소거리등문제진행료대비분석,득도료해해제가고공정적우화삼수.결과표명배장시만족은정성요구적,대이후적설계공작유일정적삼고개치.
@@@@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 row pile space ,inserted length and the minimum distance between the single row pile and seawall et al are compared and analyzed ,thereby ob-taining 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 .