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TUNNEL CONSTRUCTION SENSITIVITY ANALYSIS BASED ON THREE-DIMENSIONAL SIMULATION

机译:基于三维模拟的隧道施工敏感性分析

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摘要

Aiming at the key technology problem of construction period surrounding rock formation influencing factors complexity in Dalian high-tech zone subway, comprehensive using combination Three-Dimensional Fast Lagrangian Analysis Finite Difference numerical simulation and Orthogonai Design to analysis its sensitivity, and various factors affecting to the formation quantitatively and qualitatively.Select include soft-layer thickness, deformation parameters, strength parameter etc.six factors, structure 5 level orthogonal design sample, simulate and analysis the displacements of tunnel's ground settlement, crown settlement, pipeline, tunnel convergence through three-dimensional numerical simulation, obtain the six parameters in sequence of range and sensitivity.This tunnel parameter analysis method makes full use of advantages of orthogonal design and Three-Dimensional numerical simulation.Orthogonal design using finite number of test combinations to experiment and simulate parameter's all-around properties, significantly decreased test workload.Three-Dimensional Fast Lagrangian Analysis Finite Difference numerical simulation calculates fast, and can sufficiently reflect the interaction of structure surrounding rock mass and three dimensional effect nearby the tunnel face.Through the calculation, it is found that soft-layer thickness has a great influence on settlement, next came young modulus and then Poisson's ratio has a big effect to Lateral Deformation.Simulation results have the important guiding significance on construction reasonably.
机译:针对大连高新区地铁施工期围岩形成影响因素复杂性的关键技术问题,综合利用三维快速拉格朗日分析有限差分数值模拟和正交设计相结合的方法对其敏感性进行了综合分析,并对各种影响因素进行了综合分析。选择包括软层厚度,变形参数,强度参数等在内的六个因素,结构五级正交设计样本,通过三维模拟和分析隧道的地表位移,拱顶沉降,管道,隧道收敛等位移。数值模拟,按距离和灵敏度顺序获取六个参数,该隧道参数分析方法充分利用了正交设计和三维数值模拟的优势,采用有限数量的测试组合进行正交设计,对参数全三维快速拉格朗日分析有限差分数值模拟计算速度快,能够充分反映隧道周围围岩结构与三维效应的相互作用,通过计算发现软弱层厚度对沉降有很大影响,其次是年轻模量,然后泊松比对侧向变形影响很大。模拟结果对合理构造具有重要的指导意义。

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