期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
基于FLAC^(3D)的抗滑桩土拱效应发展特征研究 被引量:7
1
作者 赵鑫 钟威 +1 位作者 李茂华 高剑锋 《人民长江》 北大核心 2014年第S2期104-108,119,共6页
为揭示抗滑桩与滑坡体相互作用机理和抗滑桩土拱效应的发展变化特征,利用FLAC3D软件对抗滑桩与滑坡体相互作用过程开展了数值模拟计算,并对比分析了不同滑坡体发生位移时桩周土体位移和桩间土体应力的变化规律。研究结果表明:滑体在滑... 为揭示抗滑桩与滑坡体相互作用机理和抗滑桩土拱效应的发展变化特征,利用FLAC3D软件对抗滑桩与滑坡体相互作用过程开展了数值模拟计算,并对比分析了不同滑坡体发生位移时桩周土体位移和桩间土体应力的变化规律。研究结果表明:滑体在滑移过程中,土拱效应逐渐由桩后应力拱过渡到桩间应力拱,直至桩周土体产生滑动;埋深较浅时,主要由桩体限制桩周土体位移;随着埋藏深度的增加,由桩体及桩后、桩间、桩前土体共同承担下滑力作用,随着埋深的进一步增大,桩后土拱拱高增加及作用范围扩大,此时下滑力主要通过桩后及桩间土拱作用及桩体承担。 展开更多
关键词 抗滑桩 土拱效应 滑体滑移 桩土作用 FLAC3D软件 数值统计研究
下载PDF
Analysis on Dam-Breaking Mode of Tangjiashan Barrier Dam in Beichuan County 被引量:7
2
作者 HU Xiewen LUO Gang +2 位作者 LV Xiaoping HUANG Runqiu SHI Yubin 《Journal of Mountain Science》 SCIE CSCD 2011年第2期354-362,共9页
Tangjiashan landslide is a typical high-speed consequent landslide of medium-steep dip angle. This landslide triggered by earthquake took place in about semi-minute. The relative sliding displacement is 900 meters, so... Tangjiashan landslide is a typical high-speed consequent landslide of medium-steep dip angle. This landslide triggered by earthquake took place in about semi-minute. The relative sliding displacement is 900 meters, so average sliding speed is about 30 meters per second. The longitudinal length of barrier dam which is formed by high-speed landslide along river is 803.4 meters; and maximum width crossing river is 611.8 meters. And its volume is estimated about 20.37 million steres. Through detailed geological investigation of the barrier dam, together with early geological information before earthquake, geological structures of the barrier dam and its stability of upstream and downstream slopes are studied when water level reaches different elevations in condition of continual after shocks with seismic intensity of 7 or 8 Richter scale. On this basis, dam-breaking mode of barrier dam is discussed deeply. Thereby, analytic results provide significant guidance and advices to front headquarters of Tangjiashan barrier dam, so that some proper engineering measures can be implemented and flood discharge can be carried out well. 展开更多
关键词 Tangjiashan Barrier Dam High-speed landslide Blocking river Dam-breaking
下载PDF
Effects of rarefaction on the characteristics of micro gas journal bearings 被引量:8
3
作者 Hai-jun ZHANG Chang-sheng ZHU Ming TANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第1期43-49,共7页
Given the definition of the reference Knudsen number for micro gas journal bearings,the range in the number is related to the viscosity of air at different temperatures. A modified Reynolds equation for micro gas jour... Given the definition of the reference Knudsen number for micro gas journal bearings,the range in the number is related to the viscosity of air at different temperatures. A modified Reynolds equation for micro gas journal bearings based on Burgdorfer's first-order slip boundary condition is proposed that takes into account the gas rarefaction effect. The finite difference method (FDM) is adopted to solve the modified Reynolds equation to obtain the pressure profiles,load capacities and attitude angles for micro gas journal bearings at different reference Knudsen numbers,bearing numbers and journal eccentricity ratios. Numerical analysis shows that pressure profiles and non-dimensional load capacities decrease markedly as gas rarefaction in-creases. Attitude angles change conversely,and when the eccentricity ratio is less than 0.6,the attitude angles rise slightly and the influence of the reference Knudsen number is not marked. In addition,the effect of gas rarefaction on the non-dimensional load capacity and attitude angle decreases with smaller bearing numbers. 展开更多
关键词 Reference Knudsen number Rarefaction effect Reynolds equation Finite difference method (FDM)
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部