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Open Access

Research on the Method of Estimating Vibration Attenuation Coefficient of Soil Based on Soil Parameters

Yunshi Zhang1,2( ), Liu Chen1, Fan Chen1
China Electronics Engineering Design Institute Co., Ltd., Beijing 100142, P. R. China
Tsinghua University, Beijing 100084, P. R. China
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Abstract

A formulaic connection between α0 and the dynamic parameters of the foundation soil was established according to the vibration attenuation formula in the existing code, and α0 was uniquely determined by the parameters of the foundation soil itself. The effectiveness and accuracy of the proposed method were verified by the method of theoretical derivation, field test and the comparison with the existing literature. The research results show that: (1) The amplitude of the vibration response is influenced greatly by the geometric attenuation coefficient ζ0. However, the influence induced by ζ0 to the transfer ratio between the two points on the transmission path can be neglected; (2) the soil attenuation coefficient calculated by the dynamic characteristics of soil is of higher reliability; (3) the effective vibration depth of the soil varies with the frequencies, and the low frequency vibration almost affects each layer of the soil, and the high frequency vibration signal mainly affects the top layer of the soil.

CLC number: TU435 Document code: A Article ID: 1673-0836(2022)03-0818-06

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Chinese Journal of Underground Space and Engineering
Pages 818-823

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Cite this article:
Zhang Y, Chen L, Chen F. Research on the Method of Estimating Vibration Attenuation Coefficient of Soil Based on Soil Parameters. Chinese Journal of Underground Space and Engineering, 2022, 18(3): 818-823. https://doi.org/10.20174/j.juse.2022.03.013

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Received: 14 September 2021
Published: 01 June 2022
© 2022 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).