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Shear wave velocity measurements and soil–pile system identifications in dynamic centrifuge tests

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Abstract

This paper presents a pre-shaking technique for measuring the \(V_{s}\) profile of sand deposits and determining the natural frequencies of the sand bed and soil-structure system in a centrifuge model at an acceleration of 80 g. The pre-shaking technique is a non-destructive test. It uses a shaker as a wave generation source and a vertical array of accelerometers embedded in the sand bed and the accelerometers attached to the pile head as receivers. The pre-shaking method can be easily used for in-flight subsurface exploration (\(V_{s}\) profile measurements) and in-flight system identification of soil-structure systems (natural frequency measurements). A soil–pile centrifuge model is used to demonstrate the versatility of pre-shaking during a routine centrifuge shaking table test. This paper discusses the testing setup, testing procedures, related SI techniques, and signal processing for the soil–pile system. The natural frequencies measured by the pre-shaking tests are consistent with theory-based results. This technique can be conducted at any time before and after major earthquake events occur in a test.

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Acknowledgments

The authors would like express their gratitude for the financial supports from the Institute of Nuclear Energy Research (INER), Atomic Energy Council (NSC993113Y042A004 and NL1010367) and National Science Council (NSC1002221E008099MY3), Taiwan. Their contributions make this study and future researches possible.

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Correspondence to Chung-Jung Lee.

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Lee, CJ., Hung, WY., Tsai, CH. et al. Shear wave velocity measurements and soil–pile system identifications in dynamic centrifuge tests. Bull Earthquake Eng 12, 717–734 (2014). https://doi.org/10.1007/s10518-013-9545-1

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  • DOI: https://doi.org/10.1007/s10518-013-9545-1

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