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降雨-地震耦合作用下含断裂边坡动力特性研究

黄雨 耿尧 李瀛巍 刘蓓蕾 郭长宝 朱崇强

上海国土资源2026,Vol.47Issue(1):9-18,10.
上海国土资源2026,Vol.47Issue(1):9-18,10.DOI:10.3969/j.issn.2095-1329.2026.01.002

降雨-地震耦合作用下含断裂边坡动力特性研究

Study on the dynamic characteristics of slopes with fracture zones under rainfall-earthquake coupling effects

黄雨 1耿尧 2李瀛巍 2刘蓓蕾 2郭长宝 3朱崇强1

作者信息

  • 1. 同济大学土木工程学院,上海 200092||同济大学土木工程防灾减灾全国重点实验室,上海 200092
  • 2. 同济大学土木工程学院,上海 200092
  • 3. 中国地质科学院地质力学研究所,北京 100081||中国地质调查局新构造与地壳稳定性研究中心,北京 100081||自然资源部活动构造与地质安全重点实验室,北京 100081
  • 折叠

摘要

Abstract

Steep slopes containing fault zones are widely developed in the Dadu River basin on the eastern margin of the Tibetan Plateau,where large landslides occur frequently under the combined effects of strong earthquakes and rainfall,posing severe threats to the safety of infrastructures along the corridor.Taking the Mogangling landslide in this region as the case study,this paper establishes a numerical model of a steep slope with a fault zone and investigates the dynamic characteristics under two loading scenarios,namely seismic loading and rainfall-earthquake coupling,using numerical simulation and shaking-table tests,with the seismic test results used to validate the numerical model.The results show that under seismic loading,the horizontal acceleration generally increases with elevation,whereas a pronounced local amplification occurs at the fault-zone elevation.The potential sliding structure remains in a critical stability state,and the surface displacement response and the elevation-dependent amplification of peak horizontal acceleration exhibit broadly consistent trends between the numerical and experimental results.Under intense rainfall,a high-infiltration and high-pore-pressure zone develops near the ground surface within the strongly weathered granite and the fault fractured zone,reducing the effective stress around the hanging wall of the fault zone and near the boundary between strongly and moderately weathered granites,and causing infiltration-induced pre-weakening prior to the earthquake.After seismic input,the high pore-pressure region spatially overlaps with the high-acceleration and high cyclic stress ratio regions,which promotes the concentration of shear deformation and rapid expansion of the plastic zone,indicating a cascading failure process characterized by rainfall pre-weakening,earthquake triggering,and re-amplification of the dynamic response.The critical slip surface extends along the boundary between strongly and moderately weathered granites,is controlled by tensile cracking in the upper part,and shears out from the fault zone at the leading edge.Rainfall markedly advances the earthquake triggering threshold and aggravates the risk of cascading failure.This study can provide reference for risk mitigation of fault-controlled steep slopes in alpine canyon regions.

关键词

降雨-地震耦合/振动台试验/含断裂边坡/数值模拟/动力特性

Key words

rainfall-earthquake coupling/shaking-table test/fault-zone slope/numerical simulation/dynamic characteristics

分类

天文与地球科学

引用本文复制引用

黄雨,耿尧,李瀛巍,刘蓓蕾,郭长宝,朱崇强..降雨-地震耦合作用下含断裂边坡动力特性研究[J].上海国土资源,2026,47(1):9-18,10.

基金项目

中国地质调查局项目(No.DD20230600601 ()

XZ-2025-019) ()

上海国土资源

OACHSSCD

2095-1329

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