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Similar simulation experiment of expressway tunnel in karst area

机译:岩溶地区高速公路隧道的相似模拟实验

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According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content. (C) 2018 Elsevier Ltd. All rights reserved.
机译:根据岩溶地区高速公路隧道的实际情况,运用相似的理论和正交试验设计了隧道衬砌,围岩及试验模型。从相似的材料设计实验中确定相似常数。使用单轴压缩,三轴和泊松比测试确定了相似的模拟石灰石和隧道衬砌混合比。基于这些测试,对衬砌和岩溶洞穴模型的结构进行了设计和分析。使用孔隙压力,土壤压力和位移测量仪器获取实验模型数据。考虑到岩石节理的发生,溶洞的大小,溶洞的位置,降水,负荷等参数,在人工降雨和负荷条件下,对实验模型的孔隙水压力,土压力和位移传感器进行了分析。结果表明,岩溶洞穴的发育影响着隧道的水流。测试结果还表明,该实验模型可以模拟水的渗透并计算出水含量。 (C)2018 Elsevier Ltd.保留所有权利。

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