The influence of elastic modulus and compressive strength on the significance of rock failure
Fig 34
Variation trends of AE quantity, AE energy and volume strain of the numerical model 20-2-EHe when the elastic modulus is expanded by 1.7 times.
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Variation trends of AE quantity, AE energy and volume strain of the numerical model 20-2-EHe when the elastic modulus is expanded by 1.7 times.