基于希尔伯特-黄变换的地震触发跨逆断层斜坡失稳机理研究
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成都理工大学 地质灾害防治与地质环境保护全国重点实验室, 四川 成都 610059

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P642.2

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Mechanism of earthquake-triggered instability of slopes across reverse faults based on the Hilbert-Huang transform
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State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology, Chengdu 610059 , Sichuan, China

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    摘要:

    针对2008年“5·12”汶川地震触发的大规模跨断层岩质斜坡失稳现象,现有研究多关注静态断层或地震瞬时作用,对断层渐进错动过程中能量传递-斜坡响应的动态耦合机制(尤其是倾角效应)缺乏定量认识。通过设计并开展50°和30°跨逆断层斜坡大型振动台模型试验,基于希尔伯特-黄变换(HHT)分析,系统研究地震作用下跨逆断层斜坡的频谱特性和能量演化规律,揭示斜坡累积损伤机制和失稳破坏机理。结果表明:(1)地震能量分布呈现显著上、下盘效应,50°斜坡上、下盘差异相较于30°斜坡更为明显,高倾角断层上盘破坏潜力更大,更易发生快速局部失稳。(2)断层错动诱发斜坡局部高频响应并导致能量集中,加速裂纹扩展;高倾角断层易引发坡体非线性变形并增强动力响应,而低倾角断层则使能量传递更均匀。(3)斜坡裂隙发育受断层错动、剪切和挤压作用控制,从浅表向深部逐步扩展;断层倾角对裂隙发育特征和失稳机制具有重要控制作用。研究成果可为断层活动影响下的地震诱发滑坡风险预警与灾害治理提供新视角和科学依据,具有重要的理论和实际意义。

    Abstract:

    The “5·12” Wenchuan earthquake (2008) induced significant instabilities in rock slopes across faults. Existing studies have focused primarily on static faults or instantaneous seismic effects, yet a quantitative understanding of the dynamic coupling mechanism of energy transfer and slope response (particularly the dip angle effect) during progressive fault dislocation remains to be elucidated. This study utilizes large-scale shaking table model tests on 50° and 30° slopes across reverse faults to systematically investigate the spectral characteristics and energy evolution of slopes subjected to seismic action. Hilbert-Huang transform analysis is employed to analyze the data, with the objective of revealing the cumulative damage mechanism and instability failure pattern. Results indicate that the distribution of seismic energy exhibits a significant hanging wall/footwall effect, with differences more pronounced in the 50° slope than in the 30° slope. Increased dip angles in the hanging wall have been shown to lead to an elevated potential for failure, resulting in rapid localized instability. Fault dislocation has been observed to induce high-frequency responses and energy concentration in slope sections, thereby accelerating crack propagation. It has been demonstrated that steeper fault dip angles promote nonlinear deformation and amplify dynamic responses. Conversely, gentler dips facilitate more uniform energy transmission. Finally, the development of fractures in slopes is determined by the displacement of faults, the shearing forces that result from tectonic activity, and the compression that occurs in the overlying strata. This progression from shallow to deeper regions is a hallmark of seismic activity. The fault dip angle is a critical factor in the control of crack characteristics and the associated instability mechanisms. These findings offer novel perspectives and a scientific basis for the early warning and hazard mitigation of earthquake-induced landslides influenced by fault activity, thereby providing both theoretical and practical significance.

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韩祥梅,范宣梅,夏明垚,等.基于希尔伯特-黄变换的地震触发跨逆断层斜坡失稳机理研究[J].地震工程学报,2026,48(1):228-241. DOI:10.20000/j.1000-0844.20250304002

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  • 在线发布日期: 2025-12-15
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