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浅埋海底隧道围岩应力复势函数显式解

EXPLICIT SOLUTION OF STRESS COMPLEX POTENTIAL FUNCTION FOR SURROUNDING ROCK OF SHALLOW SUBSEA TUNNEL

  • 摘要: 利用弹性复变函数理论将浅埋海底隧道简化为半无限平面问题, 考虑围岩自重和海水压力的影响, 对隧道开挖后的围岩应力分布进行研究. 采用分式映射函数将围岩域映射为像平面圆环域, 在圆环域内将复势单值解析函数展开为Laurent级数. 利用无穷远点应力有界性对Laurent级数幂次项进行确定, 根据地表边界和孔口不均匀应力边界条件得到Laurent级数系数迭代表达式, 将已确定的Laurent级数条件代入迭代表达式中得出复势函数显式解, 从而实现复势函数系数从低次幂迭代至高次幂. 根据应力分量的复变函数表达式即可得到隧道周围各点应力分量. 研究了两个单值解析函数取不同幂次时对结果的影响, 分析了浅埋隧道埋深对环向压应力的影响. 研究结果表明: 幂级数解具有较高的可靠性, 在隧道上半部分幂级数解与有限元数值解吻合效果良好, 在隧道下半部分幂级数解最终计算结果比有限元结果相对保守; 为了保证计算结果的准确性复势函数需取足够多项; 随着隧道埋深增大, 隧道底部及两侧孔腰处环向压应力不断增大; 腰部与底部环向应力的差值也随之增大.

     

    Abstract: The elastic complex function theory is used to simplify the shallow-buried subsea tunnel into a semi-infinite plane problem. The stress distribution of surrounding rock after tunnel excavation is explored considering the effects of self-weight of surrounding rock and sea water pressure. The fractal mapping function is used to map the surrounding rock domain to a circular domain like a plane, and the complex potential single-value analytical function is expanded to a Laurent series in the circular domain. The power term of Laurent series is determined by using the stress boundedness at infinite distances. The iteration expression of Laurent series coefficient is obtained according to the surface boundary and the non-uniform stress boundary condition at the orifice. The determined Laurent series condition is substituted into the iteration expression to obtain the explicit solution of complex potential function, thus realizing the iteration of complex potential function coefficient from low power to high power. According to the complex function expression of the stress component, the stress component of all points around the tunnel can be obtained. The influence of two single-value analytical functions with different powers on the results is studied, and the influence of buried depth of shallow tunnel on the toroidal compressive stress is analyzed. The results show that the power series solution has high reliability, and it agrees well with the finite element solution in the first half of the tunnel. The final calculation results of power series solution in the second half of the tunnel are relatively conservative compared with the finite element results. Sufficient numbers of complex potential functions are required to ensure the accuracy of calculation results. As the buried depth of the tunnel increases, the circumferential compressive stress at the bottom of the tunnel and at the waist of the holes on both sides increases continuously. The difference in circumferential stress between the lumbar and the bottom increases as well.

     

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