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   https://doi.org/10.1126/sciadv.abc0467  

   Gu, Yuyang; Chen, Chuyi; Mao, Zhangming; Bachman, Hunter; Becker, Ryan; Rufo, Joseph; Wang, Zeyu; Zhang, Peiran; Mai, John; Yang, Shujie; et al (January 2021, Science Advances)
2. LEAP-GWU-2015 centrifuge test at UC Davis

   https://doi.org/10.1016/j.soildyn.2017.01.030  

   Carey, Trevor J.; Hashimoto, Takuma; Cimini, Daniel; Kutter, Bruce L. (March 2017, Soil Dynamics and Earthquake Engineering)
3. LEAP-UCD-2017 Comparison of Centrifuge Test Results

   https://doi.org/10.1007/978-3-030-22818-7_4  

   Kutter, B.L. (November 2019, Proceedings of LEAP-UCD-2017 workshop)

   This paper compares experimental results from every facility for LEAP-UCD-2017. The specified experiment consisted of a submerged medium-dense clean sand with a 5-degree slope subjected to 1 Hz ramped sine wave base motion in a rigid container. The ground motions and soil density were intentionally varied from experiment to experiment in hopes of defining the slope of the relational trend between response (e.g., displacement, pore pressure), intensity of shaking, and density or relative density. This paper is also intended to serve as a useful starting point for overview of the experimental results and to help others find specific experiments if they want to select a subset for further analysis. The results of the experiments show significant differences between each other, but the responses show a significant correlation, R2 ~ 0.7–0.8, to the known variation of the input parameters. 

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4. Centrifuge modeling of cone penetration testing in layered soil

   https://doi.org/10.1061/9780784481455.013  

   Khosravi, Mohammad; Boulanger, Ross W.; DeJong, Jason T.; Khosravi, Ali; Hajialilue-Bonab, Masoud; Wilson, Daniel W. (June 2018, Proc., Geotechnical Earthquake Engineering and Soil Dynamics V, Geotechnical Special Publication 290, S. J. Brandenberg and M. T. Manzari, eds., ASCE)

   The effect of soil interlayering on the measured cone penetration resistance was examined in a layered soil model tested on a 9-m radius centrifuge. The soil profile consisted of a layer of sand between overlying and underlying layers of low plasticity clayey silt. The sand layer thickness varied from 0 to 240 mm (model scale) along the length of the model. The sand was loose with a relative density of 44% on one side of the model, and dense with a relative density of 88% on the other side. The clayey silt had a plasticity index (PI) of 6 and over-consolidation ratio (OCR) of about 1.5. Multiple cone penetration soundings were performed along the width and length of the model using cone penetrometers with diameters of 4, 6 and 10 mm. The model construction procedure, data processing, and cone penetration testing results are described. 

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5. A 3D-printed hand-powered centrifuge for molecular biology

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   Byagathvalli, Gaurav; Pomerantz, Aaron; Sinha, Soham; Standeven, Janet; Bhamla, M. Saad (May 2019, PLOS Biology)