| 1. | Pre - processing of the three - dimensional finite element analysis of slopes based on gis
的边坡三维有限元分析前处理 |
| 2. | A method for designing and optimizing the open - pit slope based on rbf neural networks
神经网络的露天边坡优化设计方法 |
| 3. | Numerical modeling on seepage in side slope based on immune evolution algorithm
基于免疫进化规划算法的边坡岩体渗流数值模拟 |
| 4. | Correction of control point slope based on em algorithm and shading of single sar image
算法和单幅雷达图像阴影的控制点坡度校正 |
| 5. | Identification algorithm of elastic parameters of rock body in slope based on improved bp neural networks
基于改进神经网络的边坡岩体弹性力学参数识别方法 |
| 6. | Considering the sensitivity of attribute weights to the environment , the algorithm of attribute weights is set up on the basis of the concept of changeable weights , and the slope base case indexing model is set up . in this model , fuzzy analogy preferred relatio
提出了根据变权的概念确定的边坡稳定性评价中的影响因素属性权重的计算方法，使评价结果和当前的评价环境有关，体现了属性权重对环境敏感的思想。 |
| 7. | 3 . the study on the parameters that affect the seepage field of unsaturated slopes based on the existent program of 3 - d saturated - unsaturated seepage , mainly including ( 1 ) the combination of different rainfall intensity , duration , and type ; ( 2 ) the essence of medium , e . g
利用已有的三维饱和-非饱和渗流程序对在降雨条件下影响非饱和边坡渗流场的参数进行研究，主要包括： （ 1 ）不同降雨强度、降雨历时、雨型等降雨类型组合； （ 2 |
| 8. | 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。 |
| 9. | 2 . rock mass structure analysis and stereographic projection are basic methods in rock slope stability analysis . this paper used these methods to analyse the stability of the fourteen slopes based close geological investigation and engineering analogy , and get some scientific conclutions
2 、赤平投影法和岩体结构分析法是边坡岩体稳定性分析的基本方法,经过详细地质调查和工程类比,本文运用这些基本方法对沿线的14个高陡边坡进行了稳定性分析,得出了较为科学的结论。 |
