Microstructure-informed constitutive modeling of granular media under multidirectional loading: From particle-scale to continuum. [PDF]
Irani N +5 more
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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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Failure characteristics of unloading red shale with different bedding angles based on the particle discrete element. [PDF]
Mao C +5 more
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Study on physico-mechanical properties and damage constitutive model of sandstone-like materials. [PDF]
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Analysis of Shear Banding in True Triaxial Tests on Sand
Journal of Engineering Mechanics, 2001A series of true triaxial tests have been performed on rectangular prismatic specimens of Santa Monica Beach sand at three different relative densities to study the occurrence of failure, mechanism...
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Modified Triaxial Apparatus for Shearing-Infiltration Test
Geotechnical Testing Journal, 2001Abstract A triaxial apparatus was modified and developed for performing shearing-infiltration tests under saturated and unsaturated conditions. Miniature pore-water pressure transducers were installed at different heights of the soil specimen for pore-water pressure measurement.
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Behavior of an MBT waste in monotonic triaxial shear tests
Waste Management, 2013Legislation in some parts of the world now requires municipal solid waste (MSW) to be processed prior to landfilling to reduce its biodegradability and hence its polluting potential through leachate and fugitive emission of greenhouse gases. This pre-processing may be achieved through what is generically termed mechanical-biological-treatment (MBT ...
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Strength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests
Geotechnical Testing Journal, 2007Abstract Limited tests had indicated peak drained values of angle of internal friction Φ of gravelly sands measured in the cylindrical wedge shear test (cylwest) to be relatively closer to the Φ expected from plane strain tests than from triaxial tests.
T Mirata, Y Erzin
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Sand Liquefaction in Triaxial and Simple Shear Tests
Journal of the Soil Mechanics and Foundations Division, 1971Data from cyclic loading simple shear and triaxial tests indicate that the important variable controlling the incidence of liquefaction in a given number of cycles in a saturated sand at a particular void ratio is the initial effective stress ratio; the ratio of the peak alternating shear stress to the initial effective mean normal stress.
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