摘要
由于岸塔式进水口背靠岩体,靠基础和塔背的岩体来支撑并维持稳定,具有独特的优势,已被许多工程所采用;但对于其整体稳定的计算方法,仍有不少问题还没有得到解决。通过对其整体稳定计算方法的分析、总结、补充和验证,完善了岸塔式进水口整体稳定的计算方法。
Bank -tower intake, supported and kept stable by foundation and rock at the back of the tower, has unique advantages and been widely used in many projects. However, for the method of calculating its integral stability, some problems remain to be solved. The calculation method of bank - tower intake stability is improved through analysis, summary, complementation and verification of the method.
出处
《西北水电》
2008年第5期11-14,共4页
Northwest Hydropower
关键词
进水口
稳定
应力
计算方法
intake
stability
stress
calculation method
