引用本文:竺存宏,丁乃庆.大直径圆筒筒内填料抗倾机理[J].水利水运工程学报,2003,(1):58-62
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 899次   下载 0 本文二维码信息
码上扫一扫!
分享到: 微信 更多
大直径圆筒筒内填料抗倾机理
竺存宏1,丁乃庆2
1. 天津市五洋交通工程科技开发有限公司,天津,300456
2. 天津港务局,天津,300456
摘要:
根据试验结果及分析,圆筒内填料抗倾模式随筒径的增大而变化。筒径由小到大,筒内填料抗倾模式由重力式逐渐向过渡式、平面挡土墙式变化。大圆筒的抗倾能力,除应考虑筒内壁与填料间的摩擦力,还应计及作用在筒壁上填料侧压力所起的抗倾作用。
关键词:  填料 摩擦力 侧压力 抗倾 大直径圆筒
DOI:
分类号:TU432
基金项目:国家“九五”科技攻关项目 (96 - 4 15 - 0 1- 0 2 )
Anti-inclination mechanism of inside filler of large diameter cylinder
ZHU Cun hong ,DING Nai qing
ZHU Cun hong 1,DING Nai qing 2
Abstract:
Based on experimental results and analyses, it can be seen that the anti inclination model of inside filler varies with the diameter of the cylinder, and that the model type ranges from gravity to transitional and to plane retaining wall when the diameter of cylinder increases. The inclination strength of large diameter cylinders includes the lateral pressure of inside filler acting on the cylinder wall as well as the frictional force between inner wall and filler.
Key words:  filler,frictional force,lateral pressure,anti inclination,large diameter cylinder
手机扫一扫看