摘要
针对目前压力隧洞设计面临水工隧洞设计规范不够完善、结构计算缺乏可靠性的实际情况,本文结合某有压输水隧洞采用不同准则进行试算最小覆盖层厚度,对计算结果进行了分析,得出了无论是上抬理论、以及近年来兴起的挪威准则、雪山准则其实质都是抗抬理论,也即是内水压力与垂直向岩体重力的比值的结论,并讨论了各国关于有压隧洞设计埋深准则及其存在的问题。
Due to the imperfect design standards and the unreliable structural calculation of the hydraulic tunnel,this paper uses different criteria to trial the minimum thickness of the coating combining with a certain pressure water-conveyance tunnel.By analyzing the results,it turns out that the essence is the lift resistance theory,no matter for the service theory,the Norwegian standards,or the snow-capped mountains criterion.It is also a conclusion on the ratio of the internal pressure and the vertical rock mass gravity.The rules of burying depth design criteria in different nations and their existing problems are also discussed.
出处
《吉林水利》
2017年第2期3-5,12,共4页
Jilin Water Resources
关键词
压力隧洞
设计准则
结构计算
抗抬理论
pressure tunnel
Design criteria
Structural calculation
Resistance to carry theory