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BACK REGRESSION ANALYSIS OF 3D INITIAL GEO-STRESS FIELDAT THE REGION OF XIAOWAN HYDROPOWER STATION

机译:小湾水电站3D初始地应力场反演分析

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The basic factors influencing the initial geo-stress field at the dam site are firstly analyzed incombination with engineering geological and the topographic conditions at the region of Xiaowanhydropower station. Under the independent action of each basic factor, 3D FE model is then developed andcalculated with general FE program MSC.MARC. Based on the stress regression method of observed data,the regression effects of 9 cases of basic factor combinations are compared to each other. The horizontalcompressed tectonic movement field is simulated by mixed compression load for the substitution oftraditional uniform compress boundary load, and results show that the model is greatly improved inprecision and it can simulate the initial geo-stress field more properly.
机译:重新分析影响坝址初始地缘应力场的基本因素 与Xiaowan地区的工程地质和地形条件相结合 水电站。根据每个基本因素的独立行动,然后开发3D FE模型 用常规FE程序MSC.MARC计算。基于观察数据的应力回归方法, 9例基本因子组合的回归效应相互比较。水平 通过混合压缩负荷模拟压缩构造运动场,以便替换 传统的统一压缩边界负荷,结果表明,该模型在大大提高 精度,它可以更适当地模拟初始地理应力场。

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