Study on Stability Analysis Theory of Complicated Soil Slope and Computer Realization

摘要：

The complexity of the soil body and slip surface can not be predicted, therefore, the stability analysis of cohesive soil slope become very complicated. In order to facilitate application, simplifying the calculation has become the key for slope stability analysis. Based on probing into stability theory of common slopes, this paper puts forward stability analysis of complicated soil slope with computer realization, compiles C-language program of stability analysis of complicated soil slope and gradually perfects the calculation of slope stability.

关键词： Slope stability slice method computer realization

作者: Pan Rui

作者单位: Harbin University, Harbin, Heilongjiang, China

会议类型: 国际会议

会议名称: The 1st International Conference on Sustainable Construction & Risk Management(首届可持续建设与风险管理国际会议)

会议地点: 重庆

会议语种:英文

页码: 1390-1394

在线出版日期: 2010-06-12（万方平台首次上网日期，不代表论文的发表时间）