Experimental study and discrete element method modeling of compression and permeability behaviors of weakly anisotropic sandstones

Full understanding of the compression and permeability behaviors of weakly anisotropic sandstones is a major challenge. The present work aims to address this challenging task through a series of triaxial compression tests equipped with permeability measurement on sandstone specimens to examine their...

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Vydáno v:	International journal of rock mechanics and mining sciences (Oxford, England : 1997) Ročník 134; s. 104437
Hlavní autoři:	Yu, Jin, Yao, Wei, Duan, Kang, Liu, Xueying, Zhu, Yaoliang
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Berlin Elsevier Ltd 01.10.2020 Elsevier BV
Témata:	Anisotropic rocks Anisotropy Chains Compression Contact force Discrete element method Edge dislocations Failure Fluid-solid coupling Mathematical models Mechanical characteristics Mechanical properties Mesoscopic numerical simulation Numerical models Osmosis Osmotic pressure Permeability Sandstone Seepage Shear bands Sliding Strain Strength Triaxial compression tests Two dimensional models Weakly anisotropic sandstone Mechanical characteristics Weakly anisotropic sandstone Permeability Fluid-solid coupling Mesoscopic numerical simulation
ISSN:	1365-1609, 1873-4545
On-line přístup:	Získat plný text
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