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Design optimization of anchor support system in large scale underground engineering based on finite element analysis

机译:基于有限元分析的大型地下工程锚索支护系统设计优化

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The anchor support design is a major content for the design of underground engineering. Proper intensity of anchor support measures helps to guarantee the surrounding rock stability and meanwhile reduce costs. A computational algorithm is proposed to optimize the anchor support design scheme using finite element analysis. The optimization is conducted by comparing calculation results of different intensities of anchor support schemes. The distribution of damage zone, the magnitudes of surrounding rock deformation and the magnitudes of anchor bolts' stress are employed to quantitatively assess the reinforcing effects of supporting measures. A case study is done on a large scale hydropower plant. By implementing the proposed method, different intensities of anchor support design schemes are optimized, thus indicating the efficiency of the optimization algorithm.
机译:锚固支护设计是地下工程设计的主要内容。适当的锚固支护措施强度有助于保证围岩的稳定性,同时降低成本。提出了一种基于有限元分析的锚固支护设计方案优化算法。通过比较不同强度的锚固支护方案的计算结果来进行优化。利用损伤区的分布,围岩变形的大小和地脚螺栓的应力大小来定量评估支撑措施的加固效果。在大型水力发电厂进行了案例研究。通过实施所提出的方法,优化了不同强度的锚杆支护设计方案,从而表明了优化算法的效率。

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