Slope anchor cable prestress remote monitoring method and system based on intelligent sensing system

By preprocessing and demodulating the backscattered light signal inside the slope anchor cable through an intelligent sensing system, identifying characteristic signals and calculating the spatial information of the slip surface, the problem of inconsistent positioning caused by the independent monitoring of strain and vibration in the existing technology is solved, and high precision and reliability of slope anchor cable prestress monitoring are achieved.

CN122409025APending Publication Date: 2026-07-17太行城乡建设集团有限公司

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
太行城乡建设集团有限公司
Filing Date
2026-04-11
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing slope anchor cable prestress monitoring, strain monitoring and vibration monitoring are independent of each other, resulting in low positioning accuracy and poor slip surface identification ability. It is impossible to accurately distinguish the stress state difference between the anchored section and the free section, which affects the quantitative assessment of the shear effect of the slip surface.

Method used

A method based on an intelligent sensing system is adopted to acquire backscattered light signals collected by sensors inside the anchor cable. These signals are preprocessed and demodulated to form a distributed sensing sequence. A waveform feature recognition algorithm is used to identify characteristic signals of soil slip or crack propagation. Combined with the arrival time difference of the vibration waveform, the spatial information of the slip surface is calculated. Furthermore, the shear force change is calculated through segmented correlation analysis, and the prestress value is dynamically adjusted.

Benefits of technology

It enables precise positioning of local deformation of soil and rock masses, enhances the ability to characterize the spatial morphology of slip surfaces, establishes a collaborative analysis mechanism between strain and vibration, and improves the accuracy and reliability of prestress monitoring of slope anchor cables.

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Abstract

本申请提供一种基于智能传感系统的边坡锚索预应力远程监控方法和系统,涉及边坡工程监测技术领域,其中,该方法包括:获取锚索内传感器采集的背向散射光信号并进行预处理;然后对调理后光信号进行解调以形成分布式感知序列,分析该序列以识别出特征信号并计算其与锚固端的距离信息;再根据多个特征信号的位置及其振动波形到达时间差,联合解算滑移面的空间信息;之后基于距离信息和空间信息将锚索划分为锚固段和自由段,通过分段关联算法对比两段的应变数据与振动数据,计算出剪切力变化信息;最后依据剪切力变化信息重新确定锚固端的实时预应力值并发送至远程监控终端。本申请提升了锚索预应力监测的定位精度与滑移面识别能力。
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