Effect of Pore Collapse and Grain Crushing on the Frequency Dependence of Elastic Wave Velocities in a Porous Sandstone

The Intact sample measured at drained and undrained boundary: Figure 3a&b and Figure S1 in subpplementary . ----->The compacted sample measured at undrained boundary: Figure 3c&d.   -->
ISSN: 1434-453X
0723-2632
Přístupová URL adresa: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b74c6b75e25bb926810f2258198e505f
https://doi.org/10.1007/s00603-020-02213-0
Rights: OPEN
Přírůstkové číslo: edsair.doi.dedup.....b74c6b75e25bb926810f2258198e505f
Autor: Chao Sun, Jan V. M. Borgomano, Jérôme Fortin, Shangxu Wang
Přispěvatelé: Laboratoire de géologie de l'ENS (LGENS), Institut national des sciences de l'Univers (INSU - CNRS)-Centre National de la Recherche Scientifique (CNRS)-Département des Géosciences - ENS Paris, École normale supérieure - Paris (ENS Paris), Université Paris sciences et lettres (PSL)-Université Paris sciences et lettres (PSL)-École normale supérieure - Paris (ENS Paris), Université Paris sciences et lettres (PSL)-Université Paris sciences et lettres (PSL)
Rok vydání: 2020
Předmět:
Zdroj: Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2020, ⟨10.1007/s00603-020-02213-0⟩
ISSN: 1434-453X
0723-2632
Popis: The following files (.xlsx) are included: --- Regarding Figure 1a&b /file Figure1_a&b The evolution of water volume saturated the sample, porosity and crack fractions during effective pressure loading/unloading(compaction process). The data are obtained directly from quzix pump. --- Regarding Figure 1c&d&e&f /file Figure1_c&d&e&f Dry sample : Vp and Vs velocities and the deduced aspect ratio and crack density base on CPEM theory (introduced in the paper). --- Regarding Figure 2c&d / file Figure2_c&d Intact/compacted dry sample : Young's modulus and related attenuation obtained directly from from axial oscillations. --- Regarding Figure 3a-d and Figure S1 / file Figure3&supplementary Intact/compacted glycerin sample : Young's modulus, and related attenuation obtained directly from axial oscillations. ----->The Intact sample measured at drained and undrained boundary: Figure 3a&b and Figure S1 in subpplementary . ----->The compacted sample measured at undrained boundary: Figure 3c&d.  
Databáze: OpenAIRE