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OALib Journal期刊
ISSN: 2333-9721
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INVESTIGATION OF ROCK DAMAGE MODEL,AND ITS MECHANICAL BEHAVIOUR
单向荷载作用下岩石损伤模型及其力学特性研究

Keywords: rock,damage,veolution law,threshold damage,critical damage,characteristic strength
岩石,损伤,演化方程,门槛损伤,临界损伤,特征强度

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Abstract:

An easy way to determine each characteristic strength and its damage values in stress-strain curve under uniaxial compression has been put up. The results shows that the full stress-strain curve of rock is only controlled by its values,m,of damage shape parameter.

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