论文标题
基于持续同源的机器学习的多个爆炸负荷下的隧道故障特性分析
Analysis of tunnel failure characteristics under multiple explosion loads based on persistent homology-based machine learning
论文作者
论文摘要
在外部爆炸源的负载下对隧道故障特征的研究是隧道设计和保护中的一个重要问题,尤其是构建隧道故障过程的智能拓扑特征描述具有重要意义。使用离散元素方法和基于持续同源的机器学习来描述爆炸载荷下的隧道的故障特性。首先,在离散元素软件中建立了浅埋入隧道的离散元素模型,并且爆炸载荷等同于通过Saint-Venant原理在表面上作用于表面的一系列均匀分布的载荷,并且通过迭代计算获得了多个爆炸载荷下的隧道的动态响应。基于持续同源的机器学习研究了周围岩石的拓扑特征。提取了经受爆炸物载荷的隧道的几何,物理和之间的共同特性,并确定了持续的同源性拓扑数量与周围岩石的失败特性之间的非线性映射关系,以及获得隧道故障特性的智能描述的结果。研究表明,最长的贝蒂1条代码的长度与隧道的稳定性密切相关,该隧道可用于有效警告隧道故障,并且可以建立对隧道故障过程的智能描述,以为隧道工程保护提供新的想法。
The study of tunnel failure characteristics under the load of external explosion source is an important problem in tunnel design and protection, in particular, it is of great significance to construct an intelligent topological feature description of the tunnel failure process. The failure characteristics of tunnels under explosive loading are described by using discrete element method and persistent homology-based machine learning. Firstly, the discrete element model of shallow buried tunnel was established in the discrete element software, and the explosive load was equivalent to a series of uniformly distributed loads acting on the surface by Saint-Venant principle, and the dynamic response of the tunnel under multiple explosive loads was obtained through iterative calculation. The topological characteristics of surrounding rock is studied by persistent homology-based machine learning. The geometric, physical and interunit characteristics of the tunnel subjected to explosive loading are extracted, and the nonlinear mapping relationship between the topological quantity of persistent homology, and the failure characteristics of the surrounding rock is established, and the results of the intelligent description of the failure characteristics of the tunnel are obtained. The research shows that the length of the longest Betty 1 bar code is closely related to the stability of the tunnel, which can be used for effective early warning of the tunnel failure, and an intelligent description of the tunnel failure process can be established to provide a new idea for tunnel engineering protection.