本文系统地讨论了水工压力隧洞灌浆式预应力衬砌和围岩在各种受力状态下的应力分析方法。对承受内水压力作用,但不能应用迭加原理的这种灌浆式预应力隧洞,其衬砌和围岩应力分析较复杂,本文提出了一个层间压力扰动法可资求解。本文还将左拉博夫和O.E.布加叶娃关于压力隧洞灌浆式预应力混凝土衬砌水泥浆环于缩应力及混凝土社砌徐变应力的弹性理论计算法推广到弹塑性强化理论,给出了相应的计算公式。 This paper systematically discusses stress analysis methods for hydraulic pressure tunnel grouting type prestressed linings and surrounding rock under various stress conditions. For the grouted prestressed tunnel subjected to the effect of internal water pressure, but the superposition principle cannot be applied, the lining and surrounding rock stress analysis is more complicated. An inter-layer pressure disturbance method is proposed to solve this problem. In this paper, Zolalab and OE Bujaeva have also extended the elastic theory calculation method of pressure tunnel grouting type prestressed concrete lining cement slurry to shrinkage stress and concrete building creep stress to the theory of elastic-plastic reinforcement, The calculation formula.