Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (7): 2237-2254.doi: 10.16285/j.rsm.2024.1283

• Geotechnical Engineering • Previous Articles     Next Articles

Bayesian inversion method for soil layer velocity structure and its application

LI Xiao-jun, ZHANG Yu-xiao, RONG Mian-shui, NI Ping-he   

  1. State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing 100124, China
  • Received:2024-10-18 Accepted:2025-02-10 Online:2025-07-10 Published:2025-07-09
  • Supported by:
    This work was supported by the National Key Research and Development Program of China(2023YFC3007401)

Abstract: Based on the scattering field theory, the forward algorithm of the horizontal-to-vertical spectral ratio (HVSR) establishes a connection between the surface HVSR and the properties of the site’s soil layers. By combining this with ground motion observations at the surface, the inversion of the velocity structure of the site’s soil layers can be achieved. However, most current HVSR inversions employ traditional deterministic inversion methods, which lead to significant non-uniqueness in the inversion results and make it difficult to assess their uncertainties. This study proposes a Bayesian inversion method for soil layer velocity structures to enable the assessment of uncertainties in the inversion parameters. This method combines Bayesian principles with the forward algorithm of the earthquake horizontal-to-vertical spectral ratio (EHV), using the S-wave components of strong ground motion observations as the data source to achieve the inversion of the site’s soil layer structure. The effectiveness and applicability of the proposed method are verified through numerical examples. The results indicate that the proposed Bayesian inversion method can effectively identify the velocity structure of the site’s soil layers and comprehensively assess the uncertainties of the parameters in the inversion model.

Key words: horizontal-to-vertical spectral ratio (HVSR), seismic ground motion observation data, Bayesian inversion method, velocity structure of site’s soil layer, surface-to-borehole spectral ratio (SBSR), forward algorithms

CLC Number: 

  • P 315
[1] LYU Meng, WANG Liang-qing, XIE Ni, ZHU Lin-feng, AN Cai-long, KE Rui, WANG Xu-chen, . Shear characteristics and acoustic emission response characteristics of anchored heterogeneous structural plane [J]. Rock and Soil Mechanics, 2025, 46(7): 2106-2120.
[2] CHEN Zhi-bo, CHEN Feng, WENG Yang, CAO Guang-wei, ZENG Xu-ming, PAN Sheng-gui, YANG Hui, . Calculation method for vertical bearing capacity of large-diameter steel pipe piles considering the soil plugging effect [J]. Rock and Soil Mechanics, 2025, 46(7): 2224-2236.
[3] ZHOU Peng-fa, SHEN Yu-sheng, GAO Deng, ZHANG Xi, HUANG Hai-feng, GAO Bo, . Explicit time-domain perfectly matched layers base on mixed finite element method [J]. Rock and Soil Mechanics, 2025, 46(5): 1605-1619.
[4] CHENG Ye, PAN Dan-guang, . An optimization solution for equivalent Rayleigh damping for site seismic response under hysteretic damping [J]. Rock and Soil Mechanics, 2021, 42(7): 2023-2030.
[5] JIA Bao-xin, LI Feng, ZHOU Lin-li, WANG Shuai, LIU Jia-shun, . Joint arrival-time picking method of microseismic P-wave and S-wave based on time-frequency analysis [J]. Rock and Soil Mechanics, 2021, 42(5): 1253-1265.
[6] SU Jie, ZHOU Zheng-hua, LI Xiao-jun, DONG Qing, LI Yu-ping, CHEN Liu. Discussion on determination of shear wave arrival time based on the polarization effect in downhole method [J]. Rock and Soil Mechanics, 2020, 41(4): 1420-1428.
[7] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[8] LIU Zhong-xian, WANG Zhi-kun, LIANG Jian-wen, WANG Chu-chu, . Method of fundamental solution based on complete spherical wave potential solutions to 3-D elastic wave scattering and dynamic stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2730-2738.
[9] LI Zhi-yuan, LI Jian-bo, LIN Gao, . Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM [J]. , 2018, 39(11): 4242-4250.
[10] YAN Kong-ming, ZHANG Jian-jing, WANG Zhi-jia, LIAO Wei-ming, WU Zuo-ju,. Shaking table test of underground pipelines under non-uniform excitations [J]. , 2017, 38(9): 2621-2628.
[11] XU Ying, LIANG Jian-wen, LIU Zhong-xian,. Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space [J]. , 2017, 38(8): 2411-2425.
[12] DING Hai-ping, YU Yan-yan, ZHENG Zhi-fa,. Effects of scarp topography on seismic ground motion under inclined P waves [J]. , 2017, 38(6): 1716-1724.
[13] WU Zuo-ju, ZHANG Jian-jing, WANG Zhi-jia, WU Xing-xu, WANG Ming-yuan,. Time-frequency analysis on amplification of seismic ground motion [J]. , 2017, 38(3): 685-965.
[14] WANG Zhi-jia, ZHANG Jian-jing, FU Xiao, YAN Kong-ming, . Isolated similar design method for a scaled model test and its application to slope-anchor cable-lattice beam system [J]. , 2016, 37(9): 2617-2623.
[15] QI Hui, DING Xiao-hao, ZHANG Yang. Study of scattering of SH-waves by a buried elliptic inclusion near a vertical interface and ground surface vibration [J]. , 2016, 37(8): 2151-2158.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!