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本文作者总结了考虑衬砌和岩石的渗透力以及次生透水性的透水压力隧洞设计的研究成果。传统的“压力隧洞静力学”,假定衬砌和岩石为不透水,本文对其适用性进行了讨论,并提出透水压力隧洞新的设计准则。×××积累了百余年的经验,今天作为水利工程中一个部分的压力隧洞施工(技术),已处在先进水平,然而其设计通常仍以传统的“压力隧洞静力学”理论为依据,这种理论将混凝土衬砌的压
The author summarizes the research results of permeable pressure tunnel design considering the seepage force of lining and rock as well as secondary water permeability. The traditional “static pressure tunnel”, assuming that the lining and rock are impermeable, the paper discussed its applicability, and put forward a new permeability permeability tunnel design criteria. × × × has accumulated over one hundred years of experience. Today, as a part of hydraulic engineering, pressure tunnel construction (technology) is at an advanced level. However, its design is still based on the traditional theory of “pressure tunnel static” This theory will be concrete lining pressure