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首页> 外文期刊>Geotechnical and geological engineering >Studies On Construction Pre-control Of A Connection Aisle Between Two Neighbouring Tunnels In Shanghai By Means Of 3d Fem, Neural Networks And Fuzzy Logic
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Studies On Construction Pre-control Of A Connection Aisle Between Two Neighbouring Tunnels In Shanghai By Means Of 3d Fem, Neural Networks And Fuzzy Logic

机译:基于3D FEM,神经网络和模糊逻辑的上海两条相邻隧道连接通道施工预控制研究

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The ground freezing construction technique is one of the most effective and widely applied site construction methods in soft soil areas, like Shanghai. Some elevation-inclined refrigeration pipes are arranged for the artificial freezing excavation of the Pudong-side first-storey connection aisle, which is designed to connect two adjacent tunnel lanes of Shanghai East-Fuxing-Road tunnel project. No advanced research results could be found for computing the temperature field of tunnels and aisles frozen with inclined refrigeration pipes. Anyhow the computation of the relevant temperature field is of high importance for the safe and economical excavation of the above-mentioned aisle. In this paper, a method forrncomputing the aisle temperature field using 3D FEM is given, and the computation accuracy is verified by contrasting the computed and site measured results. The back propagation neural networks are also applied to the temperature prediction using self-developed Neural Network-Expert System software, the predicted results are also very satisfactory. The mechanism during freezing and aisle excavation will be discussed on the basis of 3D FEM simulation. The authors believe that studying the parameter-sensitivity of temperature field is very important for the optimum selection of parameter values. So, in this paper, the parameter-sensitivity of temperature field is also discussed. In order to obtain the optimum frozen wall thickness, the relation between the frozen wall thickness and the initial freezing brine temperature is studied. At the end, an excavation pre-control plan is proposed by means of fuzzy logic theory for improving the excavation safety. The research result of the current paper is very helpful for projects that will be excavated by freezing construction technique.
机译:地面冻结施工技术是上海等软土地区最有效,应用最广泛的现场施工方法之一。浦东侧第一层连接通道的人工冷冻开挖布置了一些高程倾斜的制冷管,该通道设计为连接上海东复兴路隧道工程的两个相邻隧道车道。没有任何先进的研究结果可以计算出用倾斜的制冷管冻结的隧道和过道的温度场。无论如何,相关温度场的计算对于上述通道的安全和经济的开挖是非常重要的。给出了一种利用3D FEM对过道温度场进行计算的方法,并通过对比计算结果和现场测量结果来验证计算精度。使用自行开发的神经网络专家系统软件将反向传播神经网络应用于温度预测,预测结果也非常令人满意。将基于3D FEM仿真讨论冻结和过道开挖的机理。作者认为,研究温度场的参数敏感性对于参数值的最佳选择非常重要。因此,本文还讨论了温度场的参数敏感性。为了获得最佳的冷冻壁厚,研究了冷冻壁厚与初始冷冻盐水温度之间的关系。最后,运用模糊逻辑理论提出了开挖预控制方案,以提高开挖安全性。本文的研究成果对于将采用冻结施工技术进行开挖的项目非常有帮助。

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