Nonstationary Shear-Wave Velocity Randomization Approach to Propagate Small-Scale Spatial Shear-Wave Velocity Heterogeneities into Seismic Response
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 10
Abstract
Recent studies in earthquake engineering have outlined the difficulty of ground response analyses (GRAs) to replicate the observed ground motion and related variability at borehole array sites. Improvement of the seismic site response estimation requires accounting for and propagating the uncertainties in local soil conditions into surface ground motion. Uncertainties in site conditions arise from a number of factors, which include the uncertainties in the shear-wave velocity () that are mainly caused by the natural spatial variability of soils and rocks. In this paper, a novel randomization approach is proposed to propagate the small-scale spatial heterogeneities into samples of profiles within a nonstationary probabilistic framework, to be further used in one-dimensional (1D) GRAs. The nonstationary approach is based on partitioning a borehole base-case profile into several locally stationary layers. The proposed approach was applied at three European sites exhibiting different subsurface soil conditions. Compared with both the classical stationary and an approach from the literature for randomization, the proposed approach provides a set of profiles fully consistent with the pseudoexperimental site signatures in terms of surface-wave dispersion curves, fundamental and higher-mode resonance frequencies, and site amplification. This paper also outlines the importance of the method used to measure profile in both the estimation of depth-dependent variability of at a given site and the prediction of site response variability.
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Data Availability Statement
The codes developed for the spatial variability quantification of the shear-wave velocity and the random field discretization are available online in a GitLab repository with detailed commentary, hosted at https://gricad-gitlab.univ-grenoble-alpes.fr/youssefe/variability-quantification-and-discretization-of-random-fields. The sets of shear-wave velocity profiles developed at the InterPACIFIC sites are also available from the corresponding author upon request.
Acknowledgments
This work benefited from the support and funding provided by the IRD (France) through the ARTS program, the Lebanese University, and the University of Grenoble Alpes. The authors are also thankful for three anonymous reviewers, editorial board member Robb Eric Moss, and an associate editor, for their invaluable feedback, which greatly contributed to improving the quality and clarity of this manuscript.
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© 2024 American Society of Civil Engineers.
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Received: Apr 27, 2023
Accepted: May 7, 2024
Published online: Aug 12, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 12, 2025
ASCE Technical Topics:
- Chemical properties
- Chemistry
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Fluid velocity
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Ground motion
- Heterogeneity
- Hydraulic engineering
- Hydrologic engineering
- Motion (dynamics)
- Seismic tests
- Seismic waves
- Shear waves
- Soil mechanics
- Soil properties
- Solid mechanics
- Tests (by type)
- Uncertainty principles
- Water and water resources
- Wave velocity
- Waves (fluid mechanics)
- Waves (mechanics)
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- E. Youssef, C. Cornou, D. Youssef Abdel Massih, T. Al-Bittar, A. Yong, F. Hollender, Application of non-stationary shear-wave velocity randomization approach to predict 1D seismic site response and its variability at two downhole array recordings, Soil Dynamics and Earthquake Engineering, 10.1016/j.soildyn.2024.108945, 186, (108945), (2024).