Shaking table test on the topographic effect of a symmetrical V-shaped canyon under streamwise excitation

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. • The shaking table test is conducted to investigate the amplification effect of a V-shaped canyon. • The ratio of the canyon's characteristic size to the incident wavelength is increased to 1.0. • The mutual verification between the test and theory of the canyon topographic effect is realized. • The threshold value where the canyon topographic effect appears is proposed.

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Publication Details

Journal
Soil Dynamics and Earthquake Engineering
Published
2025-10-21
DOI
https://doi.org/10.1016/j.soildyn.2025.109884
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

Shaking table test on the topographic effect of a symmetrical V-shaped canyon under streamwise excitation

Denghui Dai, Guojun Cai, Xin Chen, Yufeng Gao et al.
Soil Dynamics and Earthquake Engineering
Geotechnical Engineering and Underground Structures
article

Shaking table test on the topographic effect of a symmetrical V-shaped canyon under streamwise excitation

Denghui Dai, Guojun Cai, Xin Chen, Yufeng Gao, Ning Zhang, Yu Zhang
article en

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. • The shaking table test is conducted to investigate the amplification effect of a V-shaped canyon. • The ratio of the canyon's characteristic size to the incident wavelength is increased to 1.0. • The mutual verification between the test and theory of the canyon topographic effect is realized. • The threshold value where the canyon topographic effect appears is proposed.

Soil Dynamics and Earthquake EngineeringVol. 200
Openalex Percentile: Top 68%
Geotechnical Engineering and Underground Structures
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