一种基于多源异构监测数据的加筋土挡墙风险预警方法

By discretizing and segmenting reinforced soil retaining walls and assessing data quality, freezing-thaw and infiltration events are extracted, event characteristics are determined, degradation increments are calculated, and the state is recursively predicted. This solves the problems of unified recording index and quality quantification of heterogeneous monitoring data, and realizes traceable hierarchical early warning and adaptive state prediction.

CN121884556BActive Publication Date: 2026-07-17JILIN JIANZHU UNIVERSITY
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
JILIN JIANZHU UNIVERSITY
Filing Date
2026-01-08
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing monitoring methods for reinforced soil retaining walls, the sampling rhythm and dimensions of heterogeneous monitoring data vary greatly, and there is a lack of unified record index and quality quantification. It is difficult to define the event window and express the stage/intensity characteristics of the freeze-thaw and infiltration processes, which makes it difficult to carry out traceable graded early warning.

Method used

By discretizing the reinforced soil retaining wall into segments, collecting raw data streams and calculating quality scores, extracting freeze-thaw and infiltration events, determining the start and end times of events, generating stage labels and strength features, extracting the response increments of displacement, reinforcement strain, and pore pressure, and recursively combining freeze-thaw strength features to obtain the cumulative degradation state of the wall segment, calculating the risk value based on the evidence strength and residual consistency index, and realizing the early warning level determination.

Benefits of technology

It achieves same-scale degradation characterization, adaptive state prediction, and outputs interpretable low false alarm warnings. By standardizing response increments and freezing intensity features, it accumulates the degradation state of wall segments using fractional recursion, obtains the predicted state vector and covariance matrix, accumulates evidence strength to map risk values, and realizes traceable hierarchical warnings.

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Abstract

本发明公开了一种基于多源异构监测数据的加筋土挡墙风险预警方法,涉及建筑风险预警技术领域,包括,对挡墙离散分段,采集原始数据流并计算质量得分;在墙段内抽取冻融事件与入渗事件,依据两埋深土温的零度穿越、迟滞及连续点判据确定冻融事件边界并计算渗排响应特征;在冻融事件结束时提取位移、筋材应变及孔压的事件响应增量,结合冻融强度形成退化增量并递推得到墙段累积退化状态;基于累积退化状态执行预测递推并输出预测状态向量与预测状态协方差矩阵,依据质量得分更新状态并计算标准化残差一致性指标;基于更新后的状态估计与累积退化状态计算风险值并判定预警等级。通过将累积退化状态作为敏感度调度项,实现自适应状态预测能力。
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Citation Information

Patent Citations

  • Geopolymer pervious concrete permeability attenuation determination method

    CN118425005A

  • Reinforced retaining wall risk early warning method and system based on multi-source heterogeneous monitoring data

    CN120975542A