2022
DOI: 10.1007/s00603-022-03132-y
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Effect of an Adjacent Flaw on the Crack Propagation of a Horseshoe-Shaped Cavity

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Cited by 4 publications
(2 citation statements)
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“…Therefore, the main consideration is the impact brought by direct impact force P T . According to the invading differential equation, the form is given in eq 2 a Q P ( t ) a Q P = normald P normald t where P is the invasion force of the coupling of dynamic and static loads in “intrusion fragmentation”; a is the invasion coefficient; Q is the average wave resistance of the microsolid media; and P (t) is the incident wave of the microsolid media.…”
Section: Resultsmentioning
confidence: 99%
“…Therefore, the main consideration is the impact brought by direct impact force P T . According to the invading differential equation, the form is given in eq 2 a Q P ( t ) a Q P = normald P normald t where P is the invasion force of the coupling of dynamic and static loads in “intrusion fragmentation”; a is the invasion coefficient; Q is the average wave resistance of the microsolid media; and P (t) is the incident wave of the microsolid media.…”
Section: Resultsmentioning
confidence: 99%
“…The research results of liu Jian et al [5] show that the creep rate of saturated sandstone is higher than that of dry sandstone, and the creep is time-sensitive. Tang liansheng et al [6][7][8][9] discussed the failure mechanism of rock mass after water-rock chemical interaction, indicating that rock damage is closely related to the strength of chemical interaction. cui Qiang et al [10] studied the influence of chemical corrosion on sandstone porosity and established the relationship of porosity changing with time under the action of the solution.…”
Section: Introductionmentioning
confidence: 99%