当前位置:主页 > 科技论文 > 水利工程论文 >

无损射水插桩破土模型有限元分析

发布时间:2018-12-18 04:17
【摘要】:以黄河下游应急抢险和小水河道整治为研究背景,以重复组装式导流桩坝施工高压射水插桩和黄河下游土质为研究对象,利用D-P屈服准则简化土体模型,并建立射水插桩破土有限元模型,对简化后的有限元模型进行插桩过程的仿真分析。通过改变不同射水速度来观察破土有限元模型的沉桩过程,对不合理的射水插桩设计参数进行优化、筛选,得出最佳的射水速度为10 m/s。
[Abstract]:Taking emergency rescue and regulation of small water channel in the lower reaches of the Yellow River as the research background, the soil model is simplified by using D-P yield criterion to simplify the soil model, taking the high pressure water ejection pile and the soil quality of the lower Yellow River as the research objects in the construction of the reassembled diversion pile dam. The finite element model of soil breakage is established, and the simulation analysis of the simplified finite element model is carried out. The piling process of the soil breaking finite element model is observed by changing the different water ejection velocities, and the design parameters of the unreasonable water ejecting piles are optimized and screened, and the optimum water ejection velocity is obtained to be 10 m / s.
【作者单位】: 华北水利水电大学;黄河水利委员会黄河机械厂;
【基金】:水利部公益性行业科研专项(200701047,201201074) 河南省重点科技攻关项目(152102210110) 华北水利水电大学高层次人才科研启动项目
【分类号】:TV553

【相似文献】

相关期刊论文 前4条

1 余孝志;朱松立;陈冬冬;申智娟;;重复组装式导流桩坝水上插桩施工关键技术[J];人民黄河;2014年06期

2 吴林峰;蔡长治;耿淼蕊;;水射流无损插桩专用机具射流装置设计[J];人民黄河;2014年06期

3 侯艳君;耿明全;吴林峰;;水上插桩快速定位装置的设计研究[J];人民黄河;2014年06期

4 ;[J];;年期



本文编号:2385325

资料下载
论文发表

本文链接:https://www.wllwen.com/kejilunwen/shuiwenshuili/2385325.html


Copyright(c)文论论文网All Rights Reserved | 网站地图 |

版权申明:资料由用户e249d***提供,本站仅收录摘要或目录,作者需要删除请E-mail邮箱bigeng88@qq.com