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- W2389766100 abstract "Based on the strain strength theory and the Weibull distribution hypothesis of rock strength, this paper developed the parameter that can rationally describe the micro-unit strength of rock.And a statistical constitutive model for rock damage under uniaxial compression, which can reflect the residual strength of rocks, is established by use of the damage constitutive theory of continuous medium . With the RMT-150B electro-hydraulic and servo-controlled testing machine, uniaxial compression tests are performed on the limestone rock, and the parameters of the damage statistical constitutive model are determined according to the experimental results, and results are obtained about the statistical constitutive model for limestone rock damage." @default.
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- W2389766100 date "2005-01-01" @default.
- W2389766100 modified "2023-09-25" @default.
- W2389766100 title "Statistical Constitutive Model for Limestone Rock Damageunder Uniaxial Compression and Its Experimental Study" @default.
- W2389766100 hasPublicationYear "2005" @default.
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