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双向地震作用下分层土失稳边坡临滑预警算法OA

Early-warning algorithm for imminent sliding of unstable layered-soil slopes under bidirectional seismic action

中文摘要英文摘要

地震可引发水平位移、剪切作用及竖向地表振动.为此,提出一种双向地震作用下分层土边坡失稳临滑预警算法.基于灰色关联度选取预警指标,设置不同地震工况并开展多元回归分析,通过位移预测结果计算切线角,并以剪切角的阈值判定边坡临滑状态.结果表明:含水率升高会降低边坡稳定性;在三种双向地震工况下,边坡位移均呈先缓慢增长、后加速增大的规律;预警点最大误差 0.7 m,满足预警精度要求.所提算法预测效果良好、预警精度高、监测有效性强.

Earthquakes cause not only horizontal displacements and shear forces but also vertical vibra-tions on the ground surface.Accordingly,this study proposes an early-warning algorithm for the immi-nent sliding of unstable layered soil slopes under bidirectional seismic loading.Based on grey relational analysis,early warning indicators are identified,and multiple regression analysis is conducted under bidirectional seismic loading conditions.The tangent angle is calculated from the predicted displace-ment;when it exceeds a preset threshold,the slope is considered to have entered the imminent sliding deformation stage.The results show that slope stability gradually decreases with increasing moisture content.Under three different bidirectional seismic loading conditions,slope displacement increases over time,initially slowly and then at an accelerating rate.The maximum error at the warning point is 0.7 m,which meets the accuracy requirements for early warning of unstable layered soil slopes.These findings demonstrate that the proposed algorithm achieves good predictive performance,high warning accuracy,and strong monitoring capability.

王旭;倪洪将

南京高等职业技术学校 土木工程系,江苏 南京 210019南京高等职业技术学校 土木工程系,江苏 南京 210019

建筑与水利

双向地震作用分层土失稳边坡临滑指标切线角预警算法

bidirectional seismic actionlayered-soil instabilityimminent slope slidingindicatorstangent angleearly-warning algorithm

《地震工程学报》 2026 (4)

751-760,10

高性能土木工程材料国家重点实验室开放基金(2022CEM011)

10.20000/j.1000-0844.20241225001

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