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Abstract As a kind of natural engineering material with original defects there are distinctly nonlinear and anisotropic mechanical behaviors for rock materials Nevertheless the rock damage mechanics can solve this problem well However for the complexity of mechanical property of rock material the mature and applicable model to describe the rock failure process and the method to determine

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engineering materials Rock is confronted as an assemblage of blocks of rock material separated by various types of discontinuities such as faults folds fissures fractures joints bedding planes shear zones and other structural features which may exert significant influence on their engineering responses

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The joint surface exhibits one class higher alteration than the rock The joint surface shows two classes higher alteration than the rock 0 75 1 2 4 Coating or thin filling Sand silt calcite etc Clay chlorite talc etc Coating of friction materials without clay Coating of softening and cohesive minerals 3 4

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Recent papers in Material Model Papers People Cohesive fracture modeling of crack growth in thick section composites This paper presents a combined method for modeling the mode I and II crack growth behavior in thick section fiber reinforced polymeric composites having a nonlinear material response The experimental part of this study includes crack more This paper presents a combined

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01 03 2022 1 Rock properties and testing methods Experimentally based relation between dynamic and static elastic moduli of various sandstones and a quartzite Artificial Neural Network ANN based model for predicting of overall strength of Volcanic Bimrock Quantifying the discrepancy in preloads estimated by acoustic emission and deformation rate analysis

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describe them in more detail The tested rock samples varied in composition and different testing methods were employed according to the following list reproduced from Hoek and Brown 1980 Intact Panguna andesite Tests on 25 mm and 50 mm core samples Undisturbed core samples 152 mm diameter samples of jointed rock joint spacing

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