Comparison of the pseudo-static and dynamic behaviour of gravity retaining walls     

P. K. Woodward  D. V. Griffiths 《Geotechnical and Geological Engineering》1996,14(4):269-290

Summary Pseudo-static and dynamic non-linear finite element analyses have been performed to assess the dynamic behaviour of gravity retaining walls subjected to horizontal earthquake loading. In the pseudo-static analysis, the peak ground acceleration is converted into a pseudo-static inertia force and applied as a horizontal incremental gravity load. In the dynamic analysis, an actual measured earthquake acceleration time history has been scaled to provide peak ground acceleration values of 0.1 g and 0.3 g. Good agreement is obtained between the pseudo-static analysis and analytical methods for the calculation of the active coefficient of earth pressure. However, the results from the dynamic analysis require careful interpretation. In the pseudo-static analysis, the increase in the point of application of the resultant active force with the horizontal earthquake coefficient k _h from the one-third point to the mid-height of the wall is clearly observed. In the dynamic analysis, the variation in the point of application is shown to be a function of the type of wall deformation. Both finite element analyses indicate the importance of determining the magnitude of the predicted displacements when assessing the behaviour of the wall to seismic loading.  相似文献   

MD－50型钻机液压系统的设计          下载免费PDF全文

于飞 《探矿工程》1996,(2):47-48

介绍了ＭＤ－５０型钻机液压系统的设计原理和主要液压元件的选择依据，并通过对设计和实践的总结，谈了作者在全液压钻机液压系统设计中的一些体会。  相似文献   

隧道支护结构荷载作用的随机反演   总被引：7，自引：0，他引：7  

朱永全  张清 《岩土力学》1996,17(2):57-63

提出荷载－结构模式进行随机反分析方法，从隧道支护结构变形反算对应的荷载作用，可反推围岩抗力系数和覆土荷载的分布情况，以及作用于支护结构上各部位的外荷载。提出了以实测位移为基础的样条函数插值．以插值位移补充大量的实测值，满足了反分析所需众多的已知位移数。通过一施工实例对该方法的可行性进行了检验。  相似文献   

泡沫泥浆钻进工艺及护壁堵漏机理研究          下载免费PDF全文

朱宗培  费立  陈礼仪  吴飞 《探矿工程》1996,(5):34-36

介绍了所研制的ＤＦ－１型泡沫剂组分及性能；对泡沫泥浆钻进的配方进行了研究，得出的最优配方应用于现场，取得了较好的效果，并对泡沫泥浆的护壁机理进行了研究。  相似文献   

拦河坝砼防渗墙的施工技术          下载免费PDF全文

曾鹏九 《探矿工程》1996,(5):46-48

拦河坝砼防渗墙多在砂层与砂卵石层上施工，地基处理根据地质条件选择，施工方法有无导孔挖槽导孔挖槽，冲击成槽，回转钻成槽，锯槽机成槽，锯槽机为新型防渗成墙材料提供了新的施工手段，但有局限性。  相似文献   

地下工程中圆截面巷道应力的光粘弹性研究     

武建军  刘永智 《冰川冻土》1997,19(1):58-64

利用光粘弹性实验方法模拟了地下工程中圆截面巷道围岩及冻结壁的蠕变过程，给出了巷道围岩和冻结壁的应力分布规律及随时间的变化规律，为地下工程的设计及预报提供了一种有效的实验手段。  相似文献   

双肢短肢剪力墙结构抗震性能试验研究   总被引：6，自引：0，他引：6  

刘伟  王娱  朱蕴东 《世界地震工程》2004,20(2):81-85

根据六片双肢短肢剪力墙结构试件低周反复荷载试验，量测了试件在荷载作用下的变形和钢筋的应变。根据截面内钢筋应变值采用直线和曲线两种方法拟合了截面内的应变变化情况。据此计算出各试件墙肢截面内钢筋和混凝土的应力和截面内力大小，以及各试件墙肢内的局部弯矩和整体弯矩大小。分析了内力的变化规律，并对不同肢厚比大小的短肢墙结构进行了定量评价。  相似文献   

一种新型自动开槽机及其控制     

靳建刚  王丽红 《中国煤田地质》2004,16(5):60-62

针对棒、管料开槽的问题，提出了一种新型全自动开槽机。介绍了该开槽机的结构和工作原理，建立全自动开槽机相适应的液压系统，搭建了开槽机继电器——控制器控制电路，实现了该设备的全自动过程控制。  相似文献   

露天矿非工作帮移动监测及滑坡规律性讨论     

刘利晓 《中国煤田地质》2004,16(Z1):109-110

根 据 某露 天 煤 矿 非工 作 帮 移 动监 测 的 多 年资 料 ,总 结 出 露 天矿 非 工 作 帮的 监 测 方 法,并 初 步探 讨 了 露 天 矿非 工作 帮 移动 滑坡 的 规律 性。  相似文献   

Comparison of hydraulic geometry between sand‐ and gravel‐bed rivers in relation to channel pattern discrimination     

Jiongxin Xu 《地球表面变化过程与地形》2004,29(5):645-657

A comparison has been made between the hydraulic geometry of sand‐ and gravel‐bed rivers, based on data from alluvial rivers around the world. The results indicate a signi?cant difference in hydraulic geometry among sand‐ and gravel‐bed rivers with different channel patterns. On this basis, some diagrams for discrimination of meandering and braided channel patterns have been established. The relationships between channel width and water discharge, between channel depth and water discharge, between width–depth ratio and water discharge and between channel slope and water discharge can all be used for channel pattern discrimination. The relationship between channel width and channel depth can also be used for channel pattern discrimination. However, the accuracy of these relationships for channel pattern discrimination varies, and the depth–discharge relationship is a better discriminator of pattern type than the classic slope–discharge function. The cause for this difference has been explained qualitatively. To predict the development of channel patterns under different natural conditions, the pattern discriminator should be searched on the basis of independent or at least semi‐independent variables. The relationship between stream power and bed material grain size can be used to discriminate channel patterns, which shows a better result than the discriminator using the slope–discharge relationship. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献