期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
基于简化毕肖普法对生活垃圾土堆体边坡稳定性影响因素的影响度分析研究 被引量:5
1
作者 孙春光 冯银均 +1 位作者 骆振中 牟杰 《环境卫生工程》 2020年第2期73-78,共6页
垃圾的成分复杂且垃圾土强度参数严重不均一,致使垃圾堆体边坡物理力学性质差别巨大。利用对垃圾土堆体的几何和内摩擦角、内聚力、容重等参数分析处理后获得的数据建立垃圾土堆体边坡稳定性分析模型,基于简化毕肖普法分析影响因素对边... 垃圾的成分复杂且垃圾土强度参数严重不均一,致使垃圾堆体边坡物理力学性质差别巨大。利用对垃圾土堆体的几何和内摩擦角、内聚力、容重等参数分析处理后获得的数据建立垃圾土堆体边坡稳定性分析模型,基于简化毕肖普法分析影响因素对边坡稳定性影响度大小,获得影响因素对边坡稳定性影响度比较结果(边坡比>内摩擦角>内聚力>边坡高度>容重),为预防边坡失稳塌滑技术措施提供参考依据。 展开更多
关键词 垃圾土边坡 稳定性分析 影响因素 简化毕肖普法 稳定性影响度
下载PDF
Stability and Influence Factors Analysis of Wharf Slope on Slippery Stratum
2
作者 LI Peng-fei LIU Ming-wei DAI Ru-lin 《International Journal of Technology Management》 2014年第7期34-37,共4页
With the growing tension of port shoreline resource in Three Gorges Reservoir area, many wharfs can only be constructed on slippery stratum with poor geological condition, which means buckling failure occurs easily. F... With the growing tension of port shoreline resource in Three Gorges Reservoir area, many wharfs can only be constructed on slippery stratum with poor geological condition, which means buckling failure occurs easily. FEM strength reduction method is used in analyzing slope stability of a wharf in Chongqing, and its accuracy is verified by comparing the acquired results with the computation of traditional limit equilibrium method. On this basis, the influences of reservoir water level variation, overload and backfill material behind the retaining wall, and soil share strength of wharf slope on slippery stratum are analyzed. Analysis shows that, there' s a most adverse water level in wharf slope, and the engineering proposals with a certain practical significance such as improve the drainage behind retaining wall, controll overload and improve the strength of backfill soil and subsoil are suggested. 展开更多
关键词 slippery stratum STABILITY factors analysis strength reduction method
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部