By Yingxin Zhou; Jian Zhao
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Extra info for Advances in rock dynamics and applications
Experimental study of stress wave propagation across a filled rock joint, Int J Rock Mech Min Sci 46(3) (2009), pp. 471–478. W. : Analysis of wave propagation through a filled rock joint. 1007/s00603-009-0033-5. W. : An equivalent viscoelastic model for rock mass with parallel joints. 1029/ 2008JB006241. S. : Dynamic characteristics of granite subjected to intermediate loading rate. 21–39. , Zhao, J. : Oscillation elimination in the Hopkinson bar apparatus and resultant complete dynamic stress-strain curves for rocks.
1 Schematics of a split Hopkinson pressure bar (SHPB) system and the x-t diagram of stress waves propagation in SHPB. A 25 mm diameter SHPB system is used in this study. The length of the striker bar is 200 mm. The incident bar is 1500 mm long and the strain gauge station is 733 mm from the impact end of the bar. The transmitted bar is 1200 mm long and the stain gauge station is 655 mm away from the sample. An infrared detector system is used together with a two-channel TDS1021 digital oscilloscope to measure the velocity of the striker bar.
Analytical simulation of the dynamic compressive strength of a granite using the sliding crack model. 853–869. Q. : Experimental studies on the strength of different rock types under dynamic compression. 68–73. C. W. Experimental study of stress wave propagation across a filled rock joint, Int J Rock Mech Min Sci 46(3) (2009), pp. 471–478. W. : Analysis of wave propagation through a filled rock joint. 1007/s00603-009-0033-5. W. : An equivalent viscoelastic model for rock mass with parallel joints.
Advances in rock dynamics and applications by Yingxin Zhou; Jian Zhao