摘要
结合堆积体边坡上工程设施的设计实例,针对堆积体休止角状态下边坡通道工程问题,分析了高陡斜坡地基上人工荷载施加时地基和边坡的稳定性,对总体运输方案、工程基础设计、锚固方案选择等设计中的关键问题进行了计算和讨论,论证了工程应用的可行性,并提出了处理和解决措施。本研究分析及应用成果对于类似工程具有一定参考价值。
Based on the actual case of the design of the facilities on the slope of a colluvial deposit, the stabilities of both the foundation and the slope during the manual loading upon the foundation of a high-steep slope are analyzed herein in allusion to the problems from the design of the transit on the slope under the state of the angle of repose of the colluvial deposit ; in which the related calculations and discussions are made on the key problems from the selection of the general transport program, design of the foundation for the project and the anchorage scheme, etc. , and then the feasibilities of the engineering applications concerned are demonstrated and the relevant treatment measures are put forward as well. The results from the study and the application have certain reference values for the similar projects.
出处
《水利水电技术》
CSCD
北大核心
2009年第11期15-18,共4页
Water Resources and Hydropower Engineering
基金
国家自然科学基金资助项目(50779029)
关键词
松散崩坡堆积体
高陡边坡
休止角
稳定分析
地基破坏
基础处理
狮子坪水电站
loose-colluvial deposit
high-steep slope
angle of repose
stability analysis
foundation failure
foundation treatment
Shiziping Hydropower Station
作者简介
雷进生（1970-），男，博士研究生。
