Results 241 to 250 of about 19,983 (297)
Study on fracture propagation and evolution characteristics of coal samples under uniaxial compression. [PDF]
Weibin G +4 more
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Study on evaluation method for hydromechanical properties of hard and brittle shale based on indentation hardness. [PDF]
Cui S +6 more
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The influence of stress path and flaw morphology on the failure mechanism and mechanical properties of rock masses. [PDF]
Wu N, Gan Y, Hu J, Sun R, Zeng H.
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Macro-Meso Damage Mechanism of Sandstone Under Wet-Dry Cycles: A Study Based on Nuclear Magnetic Resonance Technology. [PDF]
Wei Y, Niu F, Zhu S, Zhang J.
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Uniaxial Compressive Strengths of Artificial Freshwater Ice
The uniaxial compression test was performed on artificial freshwater ice with a precise control-temperature unit compression tester of ice under -5, -10, -15, -20 and-30°C temperatures and strain rates ranging from 10-8 to 10-2 s-1. The loading direction was parallel to ice surface. The results showed that the compressive strength was very sensitive to
Li Min Zhang +4 more
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Prediction of uniaxial compressive strength of sandstones using petrography-based models
The uniaxial compressive strength of intact rock is the main parameter used in almost all engineering projects. The uniaxial compressive strength test requires high quality core samples of regular geometry.
K Zorlu +2 more
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Uniaxial compressive strength is considered one of the most important parameters in the characterization of rock material in rock engineering practice. The study investigated correlations between uniaxial compressive strength and point load index, P-wave
İBrahim Cobanoglu +2 more
exaly +2 more sources
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Strength Predictions of Plates in Uniaxial Compression
Journal of the Structural Division, 1972The prediction of the ultimate load for rectangular plates is obtained from the intersection of an elastic postbuckling loading path and a rigid-plastic unloading path. The former expresses post-buckling stability and uniqueness, affected by membrane forces and imperfections at large transverse displacements; the latter, insensitive to imperfections ...
Robert M. Korol, Archibald N. Sherbourne
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