| 摘要: |
| 分析黄土滑坡与岩性的内在关系及其影响因素表明,滑坡范围随地震烈度、孔隙水压力系数、粘聚力的增大而增大,随土体内摩擦角的增大而减小;采用简化毕消普法,借助计算机,获得了简捷明快、使用方便的稳定分析图表。 |
| 关键词: 黄土边坡,边坡稳定性,影响因素 |
| DOI： |
| 分类号: |
| 基金项目:国家教委留学生基金资助项目(教留司研(1991)408) |
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| Loess Landslide Slope and Introduction of Stability Figure |
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| Abstract: |
| Analysis of the inter-velution ship and its influence factor between Loess
landslide slope failure and charecterisitics of soil and rock mass show that the range of
landslide slope failure enlarges with the development of earthquake intensity, coeffient of
pore pressure and cohession. It delarges with the development of angle of internal friction;Use simplicity bishop method and computer to get simplicitely and quickly usable
stability anlytic figures and data table. |
| Key words: Loess landslide slope, stability of landslide stope, influence factor |
