摘要
西北地区中小型水库的库岸破坏有滑坡和崩塌两种基本形式。在大量调查研究的基础上 ,对中小型水库的特点与库岸的稳定关系进行了研究 ,并针对各水库的实际运用情况 ,分析了库岸的失稳机理 ,提出了几种不同型式岸坡稳定性评价的计算方法。
Landslide and collapse are two basic types of destruction along the banks of middle and small sized reservoirs in the northwestern regions. Based on the large number of site investigations, the relationship between the bank stability and the middle and small sized reservoir behaviors are studied, and the unstability mechanism of the reservoir bank is also analysed in the case of actual operating conditions of each reservoir. The calculation method for the evaluation of the bank slope stability of several types is proposed. It is found that the calculated results are in coincidence with the realities.
出处
《西安理工大学学报》
CAS
2000年第1期37-41,共5页
Journal of Xi'an University of Technology
基金
中国科学院科学基金资助项目
