Energy-based analysis of seismic damage identification and failure mechanism of bedding structure slopes using VMD-HT and instantaneous energy spectrum

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-17 DOI:10.1007/s10064-024-04050-9
Runtian Lv, Chonglei Zhang, Lijun Su
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Abstract

The accurate identification of the characteristics of joints, fractures, extensions, and slips within the slope under earthquake action is essential for understanding the potential failure modes of bedding rock slopes (BRS). In this paper, an innovative method for separating low-frequency seismic response signals (LFSRS) and high-frequency rock damage signals (HFRDS) using VMD-HT was developed, and an index for identifying BRS internal damage using HFRDS was proposed. Three typical BRS cases types-blocky, soft-hard interbedded, and weak intercalation-included in the high seismic intensity area of southwest China were selected to prove the proposed method for separating damage signals. The seismic discrete element numerical modeling was utilized to analyze the crack development and damage evolution characteristics, and illustrate the patterns of seismic instability evolution in BRS. Through a comprehensive analysis of the time-domain, frequency-domain, and time–frequency domain signal characteristics, it was confirmed BRS exhibit a combination of LFSRS and HFRDS resulting from rock structural plane cracking and rock block collisions. The damage identification capability of the peak of marginal spectrum amplitude was assessed for LFSRS, proving its capability in locating damage and evaluating the distribution of seismic energy but failed to detect minor damage and determine the timing of damage occurrence accurately. The instantaneous high-frequency energy level index (IELh) was introduced using HFRDS, enabling the identification of crack initiation and propagation locations within the slope and pinpointing the moment of crack appearance. A quantitative relationship between the IELh index and the damage degree was finally established. The findings of this study are highly significant for the in-depth exploration of the seismic failure mechanism of the BRS landslide from the perspective of energy-based transmission characteristics.

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基于VMD-HT和瞬时能谱的顺层结构边坡震害识别与破坏机制能量分析
准确识别地震作用下边坡内部的节理、断裂、伸展和滑移特征,对于理解顺层岩质边坡的潜在破坏模式至关重要。本文提出了一种利用VMD-HT分离低频地震反应信号(LFSRS)和高频岩石损伤信号(HFRDS)的创新方法,并提出了一种利用HFRDS识别岩石岩石内部损伤的指标。选取中国西南高烈度地区3种典型的BRS案例类型——块状、软硬互层和弱夹层,验证了所提出的损伤信号分离方法。采用地震离散元数值模拟方法,分析了裂缝发育和损伤演化特征,揭示了地震失稳演化规律。通过对时域、频域和时频域信号特征的综合分析,确认了BRS表现为岩石结构面开裂和岩块碰撞引起的LFSRS和HFRDS的结合。对边缘谱幅值峰值的损伤识别能力进行了评估,证明了LFSRS在定位损伤和评估地震能量分布方面的能力,但在检测轻微损伤和准确确定损伤发生时间方面存在不足。利用HFRDS引入瞬时高频能级指数(IELh),可以识别边坡内裂纹起裂和扩展位置,精确定位裂纹出现的时刻。最后建立了IELh指数与损伤程度之间的定量关系。本研究结果对于从能量传输特征角度深入探讨BRS滑坡的地震破坏机制具有重要意义。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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