广州建筑2024,Vol.52Issue(1) :101-104.

GNSS定位技术在营运高速公路边坡变形监测中的应用

Application of GNSS Positioning Technology in Slope Deformation Monitoring of Operate Highways

冯元生 张豹 田卿燕 李佩峻 李宏文 陈文山
广州建筑2024,Vol.52Issue(1) :101-104.

GNSS定位技术在营运高速公路边坡变形监测中的应用

Application of GNSS Positioning Technology in Slope Deformation Monitoring of Operate Highways

冯元生 1张豹 2田卿燕 3李佩峻 2李宏文 3陈文山3
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作者信息

  • 1. 广东省公路建设有限公司江罗分公司,云浮 527400
  • 2. 广东华路交通科技有限公司,广州 510420;广东交科检测有限公司,广州 510550
  • 3. 广东华路交通科技有限公司,广州 510420
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摘要

为满足营运高速公路边坡监测的实时性,基于GNSS卫星定位系统开发了适用于边坡变形监测的北斗+综合智能监测云平台.该平台具有多源多维信息智能展示与可视化交互功能,良好的人机交互界面,可扩展性强,能存储、分析与管理现场监测设备实时回传的信息,实现从前端数据采集到监测结果显示的全流程智能化.将该平台应用于江罗高速公路某路堤边坡,监测结果与现场检查情况都表明,该路堤边坡目前处于相对稳定状态,后续依托自动化监测设备和监测云平台可持续对该边坡进行有效监测,为GNSS定位技术在营运高速公路边坡变形监测的应用提供工程参考.

Abstract

In order to meet the real-time performance of operating expressway slope monitoring,the Beidou+comprehensive intelligent monitoring cloud platform suitable for slope deformation monitoring is developed based on GNSS satellite positioning system.The platform has multi-source and multi-dimensional information intelligent display and visual interaction functions,good human-computer interaction interface,strong scalability,and can store,analyze and manage real-time information returned by on-site monitoring equipment.The whole process from front-end data acquisition to monitoring results display is intelligent.The platform is applied to an embankment slope of Jiangluo Expressway.The monitoring results and on-site inspection show that the embankment slope is in a relatively stable state at present,and the automatic monitoring equipment and monitoring cloud platform are used to effectively monitor the slope continuously.This paper provides engineering reference for the application of GNSS positioning technology in slope deformation monitoring of operational expressways.

关键词

GNSS(全球卫星导航系统)/高速公路/边坡工程/变形监测

Key words

GNSS(Global Navigation Satellite System)/highways/slope engineering/deformation monitoring

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基金项目

广东省公路建设有限公司自立项科技项目(2021-司003)

出版年

2024
广州建筑
广州市建筑科学研究院有限公司

广州建筑

影响因子:0.452
ISSN:1671-2439
参考文献量10
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