Technical Papers
Feb 18, 2016

Curved Raypaths of Shear Waves and Measurement Accuracy of Bender Elements in Centrifuge Model Tests

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 6

Abstract

In-flight measurement of shear-wave velocity (Vs) in centrifuge model test is important for real-time characterization and has multiple engineering applications. Accurate measurement of Vs by bender elements (BE) in centrifuge models is still challenging, in part because of the curved raypath of shear-wave propagation. By focusing on the variable g-fields inside the models, this paper provides new equations with improved Vs-depth function to raypaths of shear waves for two typical centrifuge model setups. Parametric analyses including the centrifuge specifications, testing layout, and soil characteristics were carried out to study their effects on raypaths and Vs accuracy. The results show that testing layout has significant effect on Vs accuracy whereas soil characteristics have considerable effect. Variable g-fields will cause a further reduction of Vs accuracy, which is dominated by centrifuge radius. To secure an accurate Vs measurement in centrifuges, it is recommended that Di/L should be larger than 0.5 for cross hole measurement, and curved raypath inversion is necessary for tomography at shallow depth (Di/L<0.5). Then two centrifuge model tests with BE testing corresponding to two cases of variable g-fields were performed to validate the proposed recommendations, where the apparent velocity is proved accurate enough to be used as the actual velocity when testing layouts meet the requirement.

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Acknowledgments

This study is partly supported by the National Natural Science Foundation of China (Nos. 51578501 and 51127005), the Foundation for the Author of National Excellent Doctoral Dissertation of PR China (No. 201060), the National Program for Special Support of Top-Notch Young Professionals (2013), the Zhejiang Provincial Natural Science Foundation of China (No. LR15E080001), the National Basic Research Program of China (973 Project) (Nos. 2014CB047005 and 2012CB719801), the Fundamental Research Funds for the Central Universities (No. 2014FZA4016) and Zhejiang University K. P. Chao’s High Technology Development Foundation. The authors would thank Mr. Jinshu Huang and Mr. Gang Yao of Zhejiang University, and Dr. Yasuhiro Shamoto and Mr. Yoshinari Katsumi of Institute of Technology, Shimizu Corporation for their assistances during the model tests.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 6June 2016

History

Received: Jan 8, 2015
Accepted: Nov 25, 2015
Published online: Feb 18, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 18, 2016

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Yan-Guo Zhou, Ph.D. [email protected]
Associate Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China. E-mail: [email protected]
Zheng-Bo Sun [email protected]
Ph.D. Candidate, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China. E-mail: [email protected]
Yun-Min Chen, Ph.D. [email protected]
Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). E-mail: [email protected]

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