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- W4256606476 abstract "Tensile test using hollow cylindrical specimen is suitable for evaluating mechanical properties of soft rock under controlled conditions of the pore water. The authors tried to adopt this test for the Tertiary tuff, and got satisfactory results as follows; ⊙ Typical tensile failure modes are observed in any specimens. ⊙ According to increase the confining pressure, stress-strain curves appear nonlinear behaviors and failure strains increase. ⊙ Tensile strengths seem to be constant regardless of confining pressure." @default.
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- W4256606476 date "1997-04-01" @default.
- W4256606476 modified "2023-10-14" @default.
- W4256606476 title "Experimental study of the impact of plastic rock deformation on hydraulic fracture geometry" @default.
- W4256606476 doi "https://doi.org/10.1016/s0148-9062(97)00141-1" @default.
- W4256606476 hasPublicationYear "1997" @default.
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