By Yingxin Zhou; Jian Zhao
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Extra info for Advances in rock dynamics and applications
There are indeed many opportunities within this field to explore the mechanical and physical cause of rate effects on rock strength and failure pattern. For example, rate effects on fracture branching, rate effects on multiple fracture initiation, and rate effects on crack propagation velocity. Further study also needs to be conducted on the shear strength of rock joints under dynamic loads, to understand the rate effects on shear strength and dilation. f) Micromechanics modelling of rock fracturing and failure As already mentioned in (e), numerical modelling of rock fracture and failure need to be micromechanics- and discrete-based.
The combined finite-discrete element method. John Wiley&Sons, Ltd, University of London, 2004. E. : Seismic wave propagation across multiple fractures. 105–110. Nemat-Nasser, S. : Strain-rate effect on brittle failure in compression. 1013–1024. Nemat-Nasser, S. : Compression-induced nonplanar crack extension with application to splitting, exfoliation, and rockburst. 6805–6821. : The compressive strength of tuff as a function of strain rate from 10-6 to 103/sec. 115–118. P. : Analytical approach to the strain rate effect on the dynamic tensile strength of brittle materials.
2004). Using these new techniques in SHPB, we systematically measured the dynamic mechanical properties of rocks. A few new testing methods were developed to accurately measure the dynamic compressive strength and response, the dynamic tensile strength, and dynamic fracture parameters of rocks. For all these tests, we used core-based rock specimens to facilitate sample preparation. In the rock dynamic compression, we addressed the issue of the length to diameter ratio of the cylindrical rock specimen.
Advances in rock dynamics and applications by Yingxin Zhou; Jian Zhao