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Robust Optimization Design of Bolt-Shotcrete Support Structure in Tunnel

机译:隧道锚杆支护结构的鲁棒优化设计

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The uncertainty of rock and soil parameters is one of the key problems to limit the stability of tunnel support structure. Based on this, a robust optimization design method is proposed to reduce the sensitivity of support system to the uncertainty of rock and soil parameters. By defining the design parameters, noise factors and system response, a robust design system for bolt-shotcrete support structure is established. The non-dominant solutions of system robustness and support cost consist of the Pareto Front, then an knee point recognition method is designed to further filter all non-dominant solutions and determine the only optimal solution. The robust optimization design of the bolt-shotcrete support structure is carried out with a tunnel as the engineering background. The results show that the method can not only improve the stability and adaptability of the supporting structure, but also reduce the economic cost to the greatest extent, which provides a reference for the optimization design of other geotechnical engineering supporting structures.
机译:岩土参数的不确定性是制约隧道支护结构稳定性的关键问题之一。在此基础上,提出了一种鲁棒的优化设计方法,以降低支撑系统对岩土参数不确定性的敏感性。通过定义设计参数,噪声因子和系统响应,建立了锚喷混凝土支护结构的稳健设计系统。系统健壮性和支持成本的非主要解决方案由Pareto Front组成,然后设计拐点识别方法以进一步过滤所有非主要解决方案,并确定唯一的最佳解决方案。以隧道为工程背景,进行了锚喷支护结构的稳健优化设计。结果表明,该方法不仅可以提高支护结构的稳定性和适应性,而且可以最大程度地降低经济成本,为其他岩土工程支护结构的优化设计提供参考。

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