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- W2388844512 abstract "Rock mechanics experiment is usually carried out with standard rock samples in the laboratory because of scale effects. Lime rock in this paper is taken from Jing Xing rock machining factory in He Bei province and processed in the same transect (50×50 mm) but in different length (50,100,150,200,250,350,400 mm). The statistic analysis results indicate: When 1slenderness ratio3, it hasn't remarkable influence on uniaxial compression strength (UCS). UCS conforms to normal distribution ( N (92.07 , 213.92) ) in this range, and dispersion coefficient equals to 0.159. When slenderness ratio3, length has remarkable influence on UCS. UCS decreases as slenderness ratio increases." @default.
- W2388844512 created "2016-06-24" @default.
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- W2388844512 date "2004-01-01" @default.
- W2388844512 modified "2023-09-25" @default.
- W2388844512 title "Uniaxial Compression Characteristic of Rock Specimen in Different Slenderness Ratio" @default.
- W2388844512 hasPublicationYear "2004" @default.
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