文章摘要
席培胜,刘波,黄卫.基于Geo—Slope的非饱和土边坡稳定性分析[J].安徽建筑大学学报,2013,21(6):21-24
基于Geo—Slope的非饱和土边坡稳定性分析
Stability analysis of unsaturated soil slope based on Geo--Slope
  
DOI:10.11921/j.issn.2095-8382.20130605
中文关键词: Geo-Slope 非饱和土 基质吸力 吸力内摩擦角 安全系数
英文关键词: Geo-Slope unsaturated soil matrix suction suction internal friction FOS
基金项目:
作者单位
席培胜 安徽建筑大学土木工程学院,安徽合肥230601 
刘波 安徽建筑大学土木工程学院,安徽合肥230601 
黄卫 安徽省城建设计研究院,安徽合肥230001 
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中文摘要:
      在边坡稳定性分析与评价时应考虑基质吸力和支护方式的双重影响。鉴于传统边坡稳定性分析中存在的问题,应用Geo--Slope软件分析了考虑基质吸力影响的非饱和土边坡稳定性。揭示了基质吸力对边坡稳定性的影响程度,同时亦分析了潜在滑移面随基质吸力的开展状况和边坡安全系数对吸力内摩擦角的敏感度
英文摘要:
      Dual effect of matrix suction and support model should be considered in the analysis and eval- uation of the stability of unsaturated soil slope. In view of the problems existing in the analysis of tra- ditional slope stability, the stability of unsaturated soil slope is analyzed considering the influence of matrix suction through Geo-slope software. The results reveal the contribution of matrix suction to the slope stability and the distribution of potential slide surface. The sensitivity of FOS (factor o{ safety) to the suction internal friction is also analyzed.
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