会议论文详细信息
3rd International Symposium on Resource Exploration and Environmental Science
Research on Optimal Design of Foundation Pit Anchor Support based on Improved Particle Swarm Optimization
生态环境科学
Yang, Zhuo^1^2 ; Dong, Xiaobin^3 ; Xie, Ding^3 ; Cao, Jiaqiang^4
Guangzhou Institute of Building Science CO. LTD., Guangzhou
510440, China^1
School of Civil Engineering, Guangzhou University, Guangzhou
510006, China^2
Guangzhou Institute of Building Science New Technology Development Center Co. Ltd., Guangzhou
510440, China^3
Guangzhou Construction Engineering Quality and Safety Testing Center Co. Ltd., Guangzhou
510440, China^4
关键词: Acceleration method;    Deep foundation pit;    Engineering costs;    Faster convergence;    Foundation pit support;    Frame;    shear wall structures;    Particle population;    Super high-rise building;   
Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/300/2/022063/pdf
DOI  :  10.1088/1755-1315/300/2/022063
学科分类:环境科学(综合)
来源: IOP
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【 摘 要 】

The engineering technology of deep foundation pit support is complex and comprehensive, and it is necessary to consider the relationship between safety and engineering cost, and the optimal design of foundation pit support is especially important. Anchor support is a common support way for deep foundation pit support, in allusion to the shortcomings of particle swarm optimization; this paper adopts genetic algorithm, step length acceleration method and improved particle swarm optimization to carry out optimal design for foundation pit anchor support. The optimization results show that the combination with genetic algorithm improves the diversity of particle populations, the particle swarm optimization combined with the step length acceleration method has faster convergence performance, and the mathematical model of anchor supporting structure design is established. Through the case study of the foundation pit support of the super-high-rise building with frame shear wall structure, it was found that the engineering cost of the improved anchor support scheme after the improved particle swarm optimization is lower. The research in this paper provides a mathematical model for foundation anchor support.

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