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NUMERICAL ANALYSIS ON SUPPORTING EFFECT OF SURROUNDING ROCK OF NUOZHADU LARGE UNDERGROUND POWERHOUSE

机译:糯扎渡大型地下厂房围岩支护效果数值分析。

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摘要

Base on the project layout and geologic conditions of large underground powerhouse of Nuozhadu Hydropower Station, the excavation process and supporting schemes are simulated by three-dimensional fast Lagrangian method (FLAC3D), the stress and displacement of surrounding rock are analyzed under different supporting conditions, and the stress of systematic bolts and anchor cable are determined. The calculation results are given as fellow: the excavation mode and sequence are basically reasonable; the supporting schemes are rational and remarkable; the method of simulating the bolts with cable element is more close to reality than approximate method; and more measure must be applied to adjust the stress concentrations and too bigger deformation in the partial area.
机译:根据糯扎渡水电站大型地下厂房的工程布置和地质条件,采用三维快速拉格朗日法(FLAC3D)模拟了开挖过程和支护方案,分析了不同支护条件下的围岩应力和位移,确定系统螺栓和锚索的应力。计算结果如下:开挖方式和顺序基本合理;开挖顺序基本合理。配套方案合理,突出。用缆索单元模拟螺栓的方法比近似方法更接近实际。并且必须采取更多措施来调整应力集中和局部区域中太大的变形。

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