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自“隧洞水荷载静力计算”一文发表以来,通过较长时间的各种形式的讨论以及对若干水工隧洞工程的分析计算,使水荷载作用下的隧洞应力计算得到进一步充实和发展,形成了水工隧洞静力计算3原则:水荷载是渗透场力;隧洞应力与水荷载历史过程有关;衬砌与围岩有条件地联合作用。 本文是在文献[1]的基础上作进一步的阐述和补充,对上述3原则作一个完整的介绍。
Since the publication of “Hydrostatic Calculation of Tunnel Water Load,” a long time of various forms of discussion as well as the analysis and calculation of several hydraulic tunnel projects have further enriched and developed the calculation of tunnel stress under water load, resulting in the formation of The hydraulic tunnel hydraulic calculation of the principle of 3: water load is the permeability of the force; tunnel stress and water load history of the process; lining and the surrounding rock conditional joint action. This article is based on the literature [1] for further elaboration and addition, the above three principles to make a complete introduction.