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A new model for evaluating the dynamic shear strength of rocks based on laboratory test data for earthquake-resistant design 被引量:5
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作者 tetsuji okada Tomohiro Naya 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第5期979-989,共11页
The dynamic shear strength of rocks is required for the earthquake-resistant design of nuclear power plants in Japan.This research aims to propose a mathematical model for estimating the dynamic strength and to valida... The dynamic shear strength of rocks is required for the earthquake-resistant design of nuclear power plants in Japan.This research aims to propose a mathematical model for estimating the dynamic strength and to validate the model.Two different types of specimens were prepared for the model validation,and the monotonic and cyclic loading tests were conducted to obtain the mathematical model parameters.Subsequently,multistep cyclic loading tests were performed,followed by simulations using the mathematical model.The test results demonstrated that the dynamic shear strength exceeded the static shear strength,which agreed with previous researches.Furthermore,the dynamic shear strength calculated using the mathematical model was generally consistent with that obtained from the experimental data. 展开更多
关键词 DYNAMIC SHEAR STRENGTH Static SHEAR STRENGTH CYCLIC loading Strain rate Fatigue Mathematical model
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