Yu Zhang , Ning Zhang , Denghui Dai , Xin Chen , Guojun Cai , Yufeng Gao
{"title":"Shaking table test on the topographic effect of a symmetrical V-shaped canyon under streamwise excitation","authors":"Yu Zhang , Ning Zhang , Denghui Dai , Xin Chen , Guojun Cai , Yufeng Gao","doi":"10.1016/j.soildyn.2025.109884","DOIUrl":null,"url":null,"abstract":"<div><div>The local irregular topographies can substantially affect the seismic wave propagation and induce amplification or de-amplification of ground motions. Current research on the canyon topography effects mainly employs analytical and numerical methods, lacking the support from test data. The shaking table test is conducted in this paper to investigate the amplification effect of a symmetrical V-shaped canyon under streamwise excitation. The model canyon has a characteristic size of 1.0 m and a weight of 18 t. The excitation frequency band covers 0.1–100 Hz. The ratio of the canyon's characteristic size to the incident wavelength (i.e., the standardized size of canyon) is increased to 1.0. The acceleration time histories and corresponding Fourier spectrums recorded at monitoring points on the canyon surface are consistent with the theoretical calculation results. It means that the mutual verification between the test study and the theoretical study of the canyon topographic effect is realized. The influences of the dominant frequency and amplitude of input wave on the PGA amplification factor are systematically discussed. The threshold value where the topographic effect appears is proposed, i.e., the standardized size of the canyon <em>η</em> ≥ 0.08. The shaking table test is expected to provide a benchmark for the verification of the analytical and numerical studies on the canyon topographic effect.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"200 ","pages":"Article 109884"},"PeriodicalIF":4.6000,"publicationDate":"2025-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125006785","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The local irregular topographies can substantially affect the seismic wave propagation and induce amplification or de-amplification of ground motions. Current research on the canyon topography effects mainly employs analytical and numerical methods, lacking the support from test data. The shaking table test is conducted in this paper to investigate the amplification effect of a symmetrical V-shaped canyon under streamwise excitation. The model canyon has a characteristic size of 1.0 m and a weight of 18 t. The excitation frequency band covers 0.1–100 Hz. The ratio of the canyon's characteristic size to the incident wavelength (i.e., the standardized size of canyon) is increased to 1.0. The acceleration time histories and corresponding Fourier spectrums recorded at monitoring points on the canyon surface are consistent with the theoretical calculation results. It means that the mutual verification between the test study and the theoretical study of the canyon topographic effect is realized. The influences of the dominant frequency and amplitude of input wave on the PGA amplification factor are systematically discussed. The threshold value where the topographic effect appears is proposed, i.e., the standardized size of the canyon η ≥ 0.08. The shaking table test is expected to provide a benchmark for the verification of the analytical and numerical studies on the canyon topographic effect.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.