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- W2384573044 abstract "With a contact-bond model at each particle-particle contact point,the effects of micro-parameters on tensile strength,number and failure mode of micro-cracks were studied. Intact,one fissured and random multiple fissured numerical samples with different thickness were established and indirect tensile strength of different samples were obtained,some conclusions come as follows,( 1) tensile strength of numerical samples is controlled by contact-bond strength,failure mode of contact-bond depends on contact-bond strength while failure of contact-bond easily happens at some contact-bond with lower shear strength or normal strength;( 2) the different thickness have little influence on indirect tensile strength of intact sample,but fissure in the sample can greatly reduce tensile strength,also there is no great variation of tensile strength of one fissured samples with different thickness;( 3) multiple fissures have a great effect on rock tensile strength,the bigger number of fissures,the greater size effect of tensile strength has,and tensile strength is mainly influenced by sample size." @default.
- W2384573044 created "2016-06-24" @default.
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- W2384573044 date "2015-01-01" @default.
- W2384573044 modified "2023-09-25" @default.
- W2384573044 title "Investigation of Indirect Tensile Strength of Fractured Rock Based on PFC~(3D)" @default.
- W2384573044 hasPublicationYear "2015" @default.
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