Research on Mechanics System in Civil Engineering through Computer Big Data Technology and Visual Simulation

Qin Fengyan, Zhang Guangsheng
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Abstract

Metro section tunnels are constructed by undercutting method. Different section excavation methods and excavation sequences will cause different section deformation, vault subsidence and ground surface settlement. Therefore, how to excavate sections reasonably and what support methods are adopted, And the reinforcement measures of the surrounding rock masses will become the key factors for controlling surface settlement. Aiming at the characteristics of tight construction period, district filling of different materials, and high material transportation intensity in subway section tunnel construction, the functions and design principles of the subway section tunnel construction scheduling and simulation adopted, system are analyzed, and the construction information management and The design idea of optimizing the combination of deployment, information management and visualization technology, systematically discussed the main content and implementation methods of each function, and designed and developed practical software for related projects. Finally, the paper uses actual cases to carry out finite element numerical simulation calculations. A more reasonable excavation and support method is obtained through comparison and selection, which can be used as a reference for similar projects.
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基于计算机大数据技术和可视化仿真的土木工程力学系统研究
地铁区间隧道采用下切法施工。不同的断面开挖方法和开挖顺序会引起不同的断面变形、拱顶沉降和地表沉降。因此,如何合理开挖断面,采用何种支护方式,以及围岩的加固措施将成为控制地表沉降的关键因素。针对地铁分段隧道施工工期紧、不同材料分区充填、物料运输强度大的特点,分析了地铁分段隧道施工调度与仿真系统所采用的功能和设计原则,提出了施工信息化管理与优化部署、信息化管理与可视化技术相结合的设计思想。系统地论述了各功能的主要内容和实现方法,并针对相关项目设计开发了实用软件。最后,本文结合实际案例进行了有限元数值模拟计算。通过比较和选择,得出了较为合理的开挖支护方法,可作为类似工程的参考。
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