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Engineering with Computers
Erschienen in: Engineering with Computers 3/2020

27.03.2019 | Original Article

Numerical study on mechanical and hydraulic behaviour of blast-induced fractured rock

verfasst von: Saba Gharehdash, Luming Shen, Yixiang Gan

Erschienen in: Engineering with Computers | Ausgabe 3/2020

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Abstract

In this research paper, smoothed particle hydrodynamics (SPH) with Johnson Holmquist damage model is adopted for modelling of the blast-induced fractures in Barre granite rock. The permeability of the blast-induced rock is then obtained using the implemented finite volume method code in OpenFOAM. It is found that the calculated permeability depends on the direction of fluid flow and with higher value in radial direction than the axial one. This is mainly due to the higher and larger connected pore network in the radial direction. This research work shows that the adopted SPH method along with finite volume method code can be effectively combined to qualitatively and quantitatively predict the fractured network, to analyse geometry of the fractured network, and to calculate the permeability of blast-induced rock.
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Metadaten
Titel
Numerical study on mechanical and hydraulic behaviour of blast-induced fractured rock
verfasst von
Saba Gharehdash
Luming Shen
Yixiang Gan
Publikationsdatum
27.03.2019
Verlag
Springer London
Erschienen in
Engineering with Computers / Ausgabe 3/2020
Print ISSN: 0177-0667
Elektronische ISSN: 1435-5663
DOI
https://doi.org/10.1007/s00366-019-00740-1

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