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The Effect of Holes on the Dynamic Evolution Mechanical Behavior of Prefabricated Cracks Under Blasting Load

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Sequential determination of dynamic initiation and propagation toughness of rock using an experimental–numerical–analytical method
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Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts
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Fracture toughness weakening effect of high static pre-loaded CSTBD granite subjected to low frequency dynamic disturbance during the rock fracture
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Effect of strain rate on specific fracture energy and micro-fracture surface properties of rock specimen under dynamic uniaxial compression
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Numerical simulation of Brazilian disk rock failure under static and dynamic loading
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Numerical investigation of blasting-induced crack initiation and propagation in rocks
inferredcites →https://doi.org/10.1016/j.ijrmms.2007.04.012openalex-extracted
Numerical investigation of blasting-induced damage in cylindrical rocks
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Dynamic response of rock mass induced by the transient release of in-situ stress
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Dynamic stress concentration and energy evolution of deep-buried tunnels under blasting loads
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Fracture mechanism due to blast-imposed loading under high static stress conditions
inferredcites →https://doi.org/10.1016/j.jrmge.2014.09.002openalex-extracted
Modelling of blast-induced damage in tunnels using a hybrid finite-discrete numerical approach
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Simulation of progressive fracturing processes around underground excavations under biaxial compression
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Numerical simulation on rockburst of underground opening triggered by dynamic disturbance
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Experimental and numerical simulation on the sliding process of roof rock blocks triggered by dynamic disturbance
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Dynamic uniaxial compression tests on a granite
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Effects of loading rate on rock fracture
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Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses
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Applicability of Mohr–Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock
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Analysis of crack coalescence in rock-like materials containing three flaws—Part I: experimental approach
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Analysis of crack coalescence in rock-like materials containing three flaws—Part II: numerical approach
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Modeling fractures in rock blasting
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Universal Shapes Formed by Two Interacting Cracks
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