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壹、前言在全国大跃进的形势下,我国水电建设也已掀起全面跃进的高潮,为使彼此互相促进,我们特将以往所接触到有关隧洞设计的一些问题提出,供大家参考讨论。本文仅仅介绍圆形有压隧洞的砼或?的单层整体结构计算方法,其他有关双层综合衬砌,钢版衬砌等计算方法以及隧洞布置问题以后再陆续整理刊登。这里所介绍的方法是以苏联“水工隧洞技术规范及设计标准”1957年修正本上所推荐的方法为主,并参考其他文件综合编拟而成。在内水压力很大,以及用盾构法开挖的有压隧洞一般都采用圆形断面,因为这种结构对衬砌的静
I. Preface In the context of the great leap forward in the country, the hydropower construction in China has also set off the climax of a full-scale leap forward. In order to promote each other, we have put forward some problems we have encountered in connection with tunnel design for your reference. This paper only introduces the calculation method of the whole structure of single layer of concrete or concrete with circular pressure tunnels. Other calculation methods such as double-layer composite lining, steel plate lining and the layout of tunnels will be published later. The method presented here is mainly based on the method recommended in the 1957 amendment to Technical Specifications and Design Criteria of Hydraulic Tunnels in the Soviet Union and is prepared with reference to other documents. Large pressure in the water, and the use of shield tunnel excavation of pressure tunnels are generally used circular section, because this structure of the lining of the static