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The Study of Statistical Damage Constitutive Models of Rock and Its Parameters Based on Lade-Duncan Criterion

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摘要 Based on damage mechanics theory,a rock statistical damage constitutive model is established based on Lade-Duncan criterion assuming that the rock damage variable follows either a power function distribution or normal distribution.The parameters m and F0 of two version of the models were studied using variety of calculation methods.The two models are compared with experimental results to explore models’ applicability.
作者 Lin Huan Liu Jie
出处 《Journal of Groundwater Science and Engineering》 2013年第2期74-79,共6页 地下水科学与工程(英文版)
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