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Performance-Based Seismic Assessment of Slope Systems Read chapter Read first chapter

2022 | OriginalPaper | Chapter

Investigating the In-Situ Properties of Poisson’s Ratio Based on KiK-Net Data

Authors : Yang Shi, Hao Zhang, Yu Miao

Published in: Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Publisher: Springer International Publishing

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Abstract

Poisson’s ratio is an important parameter in the engineering field. However, most related studies have been performed using laboratory test or in-situ test, the studies based on seismic observations are limited. In this study, the methods for estimating the site Poisson’s ratio and its variation with shear strain based on HVSR are proposed combined with the theories of wave propagation and one-dimensional site response analysis. Then, the in-situ properties of Poisson’s ratio are investigated by applying the proposed method to KiK-net seismic database. It is observed that the shear strain change threshold of the site Poisson’s ratio is around 10–5, and the maximum Poisson’s ratio is smaller than 0.5, without the effects of groundwater. The results of this study are verified by the comparison with the laboratory test results, and they can be utilized as the reference to the engineering practice and related studies.

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previous chapter Insight into the Relationship Between Dynamic Shear Strain and Vibration Velocity of Horizontally Layered Sites
next chapter Effectiveness of Distributed Acoustic Sensing for Acquiring Surface Wave Dispersion Data Using Multichannel Analysis of Surface Waves
Literature
1.
Chen, S., Kong, L., Xu, G.: An effective way to estimate the poisson’s ratio of silty clay in seasonal frozen regions. Cold Reg. Sci. Technol. 154, 74–84 (2018)CrossRef
2.
Dutta, T.T., Saride, S.: Influence of shear strain on the poisson’s ratio of clean sands. Geotech. Geol. Eng. 34(5), 1359–1373 (2016)CrossRef
3.
Gu, X., Yang, J., Huang, M.: Laboratory measurements of small strain properties of dry sands by bender element. Soils Found. 53(5), 735–745 (2013)CrossRef
4.
Kokusho, T.: Cyclic triaxial test of dynamic soil properties for wide strain rate. Soils Found. 20(2), 45–60 (1980)CrossRef
5.
Kumar, J., Madhusudhan, B.N.: Effect of relative density and confining pressure on Poisson’s ratio from bender and extender elements tests. Géotechnique 60(7), 561–567 (2010)CrossRef
6.
Nakagawa, K., Soga, K., Mitchell, J.K.: Observation of Biot compressional wave of the second kind in granular soils. Géotechnique 47(1), 133–147 (1997)CrossRef
7.
Ayres, A., Theilen, F.: Relationship between P- and S-wave velocities and geological properties of near-surface sediments of the continental slope of the Barents Sea. Geophys. Prospect. 47(4), 431–441 (1999)CrossRef
8.
Cosentini, R.M., Foti, F.: Evaluation of porosity and degree of saturation from seismic and electrical data. Géotechnique 64(4), 278 (2014)CrossRef
9.
Kramer, S.L.: Geotechnical Earthquake Engineering. Prentice Hall, Upper Saddle River (1996)
10.
White, D.J., Milkereit, B., Salisbury, M.H., Percival, J.A.: Crystalline lithology across the Kapuskasing Uplift determined using in situ Poisson’s ratio from seismic tomography. J. Geophys. Res. Solid Earth 97(B13), 19993–20006 (1992)CrossRef
11.
Yang, Z., Yuan, J., Liu, J., Han, B.: Shear modulus degradation curves of gravelly and clayey soils based on KiK-Net in situ seismic observations. J. Geotech. Geoenviron. Eng. 143(9), 06017008 (2017)CrossRef
12.
Liao, T., Massoudi, N., McHood, M., Stokoe, K.H., Jung, M.J., Menq, F.Y. Normalized shear modulus of compacted gravel. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering. Elsevier, Amsterdam (2013)
13.
Tsai, C.C.: Seismic site response and interpretation of dynamic soil behavior from downhole array measurements. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL (2007)
14.
Chandra, J., Guéguen, P., Bonilla, L.F.: PGA-PGV/VS considered as a stress-strain proxy for predicting nonlinear soil response. Soil Dyn. Earthq. Eng. 85, 146–160 (2016)CrossRef
15.
Guéguen, P., Bonilla, L.F., Douglas, J.: Comparison of soil nonlinearity (in situ stress-strain relation and G/Gmax reduction) observed in strong-motion databases and modeled in ground-motion prediction equations. Bull. Seismol. Soc. Am. 109(1), 178–186 (2019)CrossRef
16.
Shi, Y., Wang, S.-Y., Cheng, K., Miao, Y.: In situ characterization of nonlinear soil behavior of vertical ground motion using KiK-net data. Bull. Earthq. Eng. 18(10), 4605–4627 (2020)CrossRef
17.
Wang, H., Jiang, W., Wang, S., Miao, Y.: In situ assessment of soil dynamic parameters for characterizing nonlinear seismic site response using KiK-net vertical array data. Bull. Earthq. Eng. 17(5), 2331–2360 (2019)
18.
Gallipoli, M.R., Mucciarelli, M.: Comparison of site classification from VS30, VS10, and HVSR in Italy. Bull. Seismol. Soc. Am. 99(1), 340–351 (2009)CrossRef
19.
Nakamura, Y.: A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Railw. Tech. Res. Inst. Q. Rep. 30(1) (1989)
20.
National Research Institute for Earth Science and Disaster Resilience. NIED K-NET, KiK-net, National Research Institute for Earth Science and Disaster Resilience (2019)
21.
Pavlenko, O.V., Irikura, K.: Estimation of nonlinear time-dependent soil behavior in strong ground motion based on vertical array data. Pure Appl. Geophys. 160(12), 2365–2379 (2003)CrossRef
22.
Nakata, N., Snieder, R.: Estimating near-surface shear wave velocities in Japan by applying seismic interferometry to KiK-net data. J. Geophys. Res. Solid Earth 117(1), B01308 (2012)
23.
Bonilla, L.F., Guéguen, P., Ben-Zion, Y.: Monitoring coseismic temporal changes of shallow material during strong ground motion with interferometry and autocorrelation. Bull. Seismol. Soc. Am. 109(1), 187–198 (2019)CrossRef
24.
Rathje, E.M., Chang, W.J., Stokoe, K.H., Cox, B.R.: Evaluation of ground strain from in situ dynamic response. In: Proceeding of the 13th World Conference on Earthquake Engineering, 1–6 August 2004, Vancouver, British Columbia, Canada (2004)
25.
Idriss, I.M.: Use of VS30 to represent local site condition. In: 4th IASPEI/IAEE International Symposium: Effects of Source Geology on Seismic Motion, 23–26 August 2011, University of Santa Barbara California (2011)
26.
Chandra, J., Guéguen, P., Steidl, J.H., Bonilla, L.F.: In situ assessment of the G-γ curve for characterizing the nonlinear response of soil: application to the Garner Valley downhole array and the wildlife liquefaction array. Bull. Seismol. Soc. Am. 105(2A), 993–1010 (2015)CrossRef
27.
Tsai, C.C., Liu, H.W.: Site response analysis of vertical ground motion in consideration of soil nonlinearity. Soil Dyn. Earthq. Eng. 102, 124–136 (2017)CrossRef
28.
Kumar Thota, S., Duc Cao, T., Vahedifard, F.: Poisson’s ratio characteristic curve of unsaturated soils. J. Geotech. Geoenviron. Eng. 147(1), 04020149 (2021)CrossRef
Metadata
Title
Investigating the In-Situ Properties of Poisson’s Ratio Based on KiK-Net Data
Authors
Yang Shi
Hao Zhang
Yu Miao
Copyright Year
2022
Book
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Print ISBN: 978-3-031-11897-5

Electronic ISBN: 978-3-031-11898-2

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-031-11898-2_76