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湖南省长沙市勘测设计研究院,湖南,长沙,410003
Published:2007
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[1]谭立力.高陡边坡GPS位移监测的工程应用[J].新疆大学学报(自然科学版),2007,No.106(02):244-247.
谭立力. 高陡边坡GPS位移监测的工程应用[J]. Journal of Xinjiang University (Natural Science Edition in Chinese and English), 2007, 106(2): 244-247.
介绍了GPS(Global Positioning System)自动位移监测系统的主要构成、位移监测的原理和提高GPS观测精度的方法.并将GPS应用于某矿区高陡边坡的位移监测中
其包括监测系统、监测方式、监测步骤和监测结果
表明:采用GPS技术进行位移监测
具有精度高、不受气候条件约束及高度自动化等优点
能够为边坡可能出现失稳破坏的部位和变形破坏时间的预测提供必要的前提条件;GPS的数据表明该边坡的变形速率为0.2470.560 mm/d
低于安全极限范围10.0~20.0 mm/d
边坡处于稳定状态
通过GPS的数据分析确保了生产的安全.
Introductions of GPS(Global Positioning System) are made.The introduction consists of the main structure of auto displacement monitoring system
the theory of displacement monitoring and the method to improve the accuracy of observation.Furthermore
GPS is applied in one high mine slope for the displacement monitoring
which consist of the monitoring system
monitoring mode and monitoring steps.At last
the analysis of monitoring results shows that GPS technique has very high precision.In the engineering applications
it is not restricted by the weather conditions as well as its high degree of automation.The potential failure place of slope and the failure time can be predicted by the displacement monitoring of GPS
and the data provided by GPS show that the deformation velocity of slope is 0.247-0.560 mm/d
which is under the safety limit extension 10.0-20.0 mm/d
so this slope is in the stable state
and the safety of production is guaranteed by the application of GPS.
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