滑楔 meaning in Chinese
wedge， slide
Examples
- Chapter one and two which introduce two - part wedge theory put forward by hoe i ling are included in part one , and regarded as the theory foundation of model test
第一部分包括第一章和第二章，主要介绍美国哥伦比亚大学hoeiling教授提出的“双滑楔体”破坏理论，为模型试验奠定了理论基础。 - A solid - waste containment system can be simplified as a slope which contains a layer of geomembrane ( which is simplified as interlayer slope in the rest part ) . shaking table model test and numerical analysis have been done to study the seismic stability of interlayer slope based on the two - part wedge theory in this paper . many factors which affect the slope stability ratio , including horizontal seismic coefficient , slope angle , soil - geomembrane interaction coefficient , slope length , layer thickness and soil character , have been took into consideration
填埋场防渗基坑的边坡可以简化成含土工膜夹层的土坡(以下简称夹层土坡) ，本文根据“双滑楔体”理论思想，对夹层土坡的地震稳定性问题进行了较为系统的模型试验和数值分析，着重考虑了水平地震系数、夹层土坡坡角、土工膜与覆盖层土体摩擦系数、夹层边坡长度和厚度、夹层土坡覆盖层土体性质等因素对土坡安全系数的影响，并对地震作用下夹层土坡的永久变形进行了初步的研究，给出了对实际工程设计有参考价值的结论。 - The following two chapters make of the third part . chapter five analyses the failure factors of test model and identifies the valid scope of two - part wedge theory . chapter six extends the valid scope of two - part wedge theory , and puts forward integer slide theory , then uses the extended theory calculating a concrete project , seismic design suggestions are proposed finally
第三部分包括第五章和第六章，第五章对试验模型的破坏影响因素进行数值分析，确定了“双滑楔体”理论的适用范围，并对各种破坏因素进行了分析；第六章拓广“双滑楔体”理论适用范围，补充介绍了整体滑动理论，应用拓广后的理论计算实际工程，为实际工程的基坑边坡设计提供参考依据。