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Dr. Stokoe has been working in the areas of in situ seismic measurements, laboratory measurements of dynamic material properties, and dynamic soil-structure interaction for the past 38 years. He was instrumental in developing the crosshole seismic method for in-situ shear wave velocity measurement to the method that has been adopted as the standard by the American Society for Testing and Materials (ASTM D4428M) and the method that is used by geotechnical engineering firms worldwide. This method is also specified by the U.S. Nuclear Regulatory Commission (NRC) in Regulation Guide 1.132 as a field seismic method to evaluate shear and compression wave velocity profiles. He has also developed a combined resonant column and torsional shear (RCTS) system which is now used by many universities and private firms in the U.S., Europe and Asia to evaluate dynamic material properties. The RCTS system is also specified, in general terms, by the NRC for existing or potential sites of nuclear power plants in Regulation Guide 1.138 as a testing system to evaluate the nonlinear dynamic properties of geotechnical materials. In the round of early site permits that are now underway in the United States, this RCTS system is the only one being used to evaluate dynamic soil properties by geotechnical engineering firms.
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GEOTECHNICAL TESTING JOURNALno. 2 (2024): 466-487
Ali Dadashiserej,Amalesh Jana,Zhongze Xu,Armin W. Stuedlein,T. Matthew Evans,Kenneth H. Stokoe,Brady R. Cox
Canadian Geotechnical Journal (2023)
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Diane M. Moug,Kayla R. Sorenson,Arash Khosravifar, Melissa Preciado,Elizabeth Stallings Young,Leon van Paassen,Edward Kavazanjian,Benchen Zhang,Kenneth H. Stokoe,Farnyuh M. Menq, Yumei Wang
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERINGno. 11 (2022)
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