Abstract: This report profoundly analyses (9)(10) the behaviours of combined lock wall and the methods of the stress calculation and proposes a calculation method by the curves in different cases(n=E_r-s/E_ω). Thus, the defect of liner relationship and A. Л, Mocnformula (with which the influence of the different(n) should have considered) is remedied, and the difficulty of stress calculation in engineering design for combined lock wall is settled as well.

摘要： 本文是结合船闸设计规范的编制工作,在调查研究、有限元法和模型试验的基础上,提出的一份研究报告。文中对混合式闸墙的特性和应力计算方法进行了较深入分析[9][10]。并根据不同情况(n=E_基岩/E_墙)提出了按曲线的计算方法。弥补了直线关系和А.Л.莫塞维契洛夫等公式未考虑不同(n)影响的缺陷,解决了船闸混合式闸墙工程设计中应力计算的困难。