首页|基于LiDAR多目标成像技术的地铁施工工程暗挖结构变形监测方法

基于LiDAR多目标成像技术的地铁施工工程暗挖结构变形监测方法

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地铁工程在地层开挖过程中会打破原有土体的平衡状态,对土体造成扰动,引发地铁修建中的结构及周围地层变形,因此需要对地铁工程的结构变形进行监测.为此,基于多目标成像技术研究地铁施工工程暗挖结构变形LiDAR监测方法,在地铁开挖过程中采用正态曲线表达方式,分别对地铁施工暗挖结构的横向和纵向变形形式进行表达;通过变形表达式对照数学形态理论,定义LiDAR监测中的高差阈值;在多个监测点布设中选择多目标成像技术,获取暗挖工程结构变形量,完成方法设计.实验结果表明,该方法对工程的监测结果与测量仪器数据一致,可以对顶部梁变形及横支撑梁变形进行有效监测,具有应用价值.
A Deformation Monitoring Method for Underground Excavation Structures in Subway Construction Projects Based on LiDAR Multi-Objective Imaging Technology
During the excavation process of subway engineering,the balance of the original soil mass will be disrupted,causing disturbance to the soil mass and also the deformation of the structure and the sur-rounding strata during subway construction.Therefore,it is necessary to monitor the structural deformation of subway engineering.Therefore,based on multi-objective imaging technology,the LiDAR monitoring method for deformation of underground excavation structures in subway construction projects is studied.During the excavation process of the subway,the normal curve expression method is used to express the transverse and longitudinal deformation forms of the underground excavation structure during subway con-struction.The height difference threshold is defined in LiDAR monitoring by comparing the deformation expression with mathematical morphology theory,multi target imaging technology among multiple monito-ring points is selected to obtain the deformation of the underground excavation engineering structure and to complete the method design.The experimental results show that the monitoring results of the proposed method are consistent with the measurement instrument data,and can effectively monitor the deformation of the top beam and the deformation of the transverse support beam,which has practical value.

subway construction engineeringstructural deformationLiDAR monitoringmulti-objective imaging technology

郝壮

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中铁十八局集团市政工程有限公司,天津 300350

地铁施工工程 结构变形 LiDAR监测 多目标成像技术

2024

成都大学学报(自然科学版)
成都大学

成都大学学报(自然科学版)

影响因子:0.357
ISSN:1004-5422
年,卷(期):2024.43(4)