基岩和覆盖层斜坡中地震波传播的能量动态特性

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL Soil Mechanics and Foundation Engineering Pub Date : 2024-07-30 DOI:10.1007/s11204-024-09967-7
Honglue Qu, Zhe Zhang, Ya’nan Gao, Qian Mei, Yuanyuan Deng
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引用次数: 0

摘要

当地震波在基岩覆盖层不连续处传播时,由于反射和透射的作用,地震波的传播特性会发生突变。本研究基于介质模型和运动方程,通过边界条件连接基岩和覆盖层边坡介质,分析了基岩覆盖层不连续处地震波反射和透射系数的变化规律,研究了基岩和覆盖层边坡能量衰减特征。结果表明,P 波、SV 波和 SH 波的透射系数随入射角度的增大而减小。此外,随着入射角的增大,P 波和 SH 波的反射系数先减小后增大,而 SV 波的反射系数先增大后减小。当入射角度恒定时,基岩覆盖界面对地震波能量的衰减与界面衰减比成正比。因此,随着入射角度的增大,地震波能量的衰减先增大后减小。
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Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope

When a seismic wave propagates through a bedrock cover discontinuity, mutations in seismic wave propagation characteristics occur owing to reflection and transmission. In this study, based on the medium model and motion equation, the medium of the bedrock and overburden layer slope were connected by boundary conditions, the variation law of the seismic wave reflection and transmission coefficients at the bedrock cover discontinuity were analyzed, and the attenuation characteristics of the energy of the bedrock and overburden layer slope were studied. It was concluded that the transmission coefficients of the P, SV, and SH waves decreased with increasing incident angle. Further, with increasing incident angle, the reflection coefficients of the P and SH waves first decreased and then increased, whereas that of the SV wave first increased and then decreased. When the incident angle was constant, the attenuation of the seismic wave energy by the bedrock cover interface was directly proportional to the attenuation ratio of the interface. Thus, the attenuation of seismic wave energy first increased and then decreased with increasing incident angle.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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