期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
砂土地层盾构隧道稳定性三维离散元研究 被引量:11
1
作者 王俊 林国进 +1 位作者 唐协 何川 《西南交通大学学报》 EI CSCD 北大核心 2018年第2期312-321,共10页
为探明砂土地层盾构隧道掌子面的稳定性,以Chambon和Corté开展的模型试验为基础,采用三维离散元方法研究了隧道埋深对隧道掌子面稳定性的影响规律,并从细观角度解释了开挖面失稳机理.离散元模型引入了三维柔性应力边界,将模型试验... 为探明砂土地层盾构隧道掌子面的稳定性,以Chambon和Corté开展的模型试验为基础,采用三维离散元方法研究了隧道埋深对隧道掌子面稳定性的影响规律,并从细观角度解释了开挖面失稳机理.离散元模型引入了三维柔性应力边界,将模型试验中空气或流体压力对掌子面的支撑效应抽象为作用在掌子面颗粒上的指定支护压力,逐步减少该压力,结合地层变形精确得到极限支护压力.通过删除进入隧道轮廓内的砂土颗粒模拟盾构开挖,以考虑该施工力学行为对掌子面稳定性的影响.研究结果表明:隧道埋深与隧道直径之比小于等于1.0时,掌子面极限支护压力随埋深增加而增加,此后趋于稳定,砂土地层中极限支护压力比随埋深增加而减少,地表沉降突增点对应的支护压力小于掌子面极限支护压力,失稳区直接发展到地表,工程中应同时关注地表沉降与仓内支护压力以保证开挖面稳定;隧道埋深与隧道直径之比大于等于2.0时拱顶上方形成了稳定的塌落拱,延伸高度分别约为0.7D(隧道直径)~1.3D与0.9D^2.3D. 展开更多
关键词 三维离散元 掌子面稳定性 盾构隧道 砂土地层 动态柔性应力边界
下载PDF
Experimental Research on Boundary Shear Stress in Typical Meandering Channel 被引量:1
2
作者 CHEN Kai-hua XIA Yun-feng +2 位作者 ZHANG Shi-zhao WEN Yun-cheng XU Hua 《China Ocean Engineering》 SCIE EI CSCD 2018年第3期365-373,共9页
A novel instrument named Micro-Electro-Mechanical System(MEMS) flexible hot-film shear stress sensor was used to study the boundary shear stress distribution in the generalized natural meandering open channel, and the... A novel instrument named Micro-Electro-Mechanical System(MEMS) flexible hot-film shear stress sensor was used to study the boundary shear stress distribution in the generalized natural meandering open channel, and the mean sidewall shear stress distribution along the meandering channel, and the lateral boundary shear stress distribution in the typical cross-section of the meandering channel was analysed. Based on the measurement of the boundary shear stress, a semi-empirical semi-theoretical computing approach of the boundary shear stress was derived including the effects of the secondary flow, sidewall roughness factor, eddy viscosity and the additional Reynolds stress, and more importantly, for the first time, it combined the effects of the cross-section central angle and the Reynolds number into the expressions. Afterwards, a comparison between the previous research and this study was developed. Following the result, we found that the semi-empirical semi-theoretical boundary shear stress distribution algorithm can predict the boundary shear stress distribution precisely. Finally, a single factor analysis was conducted on the relationship between the average sidewall shear stress on the convex and concave bank and the flow rate, water depth, slope ratio,or the cross-section central angle of the open channel bend. The functional relationship with each of the above factors was established, and then the distance from the location of the extreme sidewall shear stress to the bottom of the open channel was deduced based on the statistical theory. 展开更多
关键词 boundary shear stress flume physical model river bend MEMS flexible hot-film shear stress sensor
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部