Effective viscoelastic behaviour of rock mass with double-scale discontinuities

Effective viscoelastic behaviour of a rock mass with double-scale discontinuities is investigated. The rock mass is modelled as a system of microdefected rock traversed by macrojoints. The effect of microdefects on the dynamic behaviour is evaluated by a viscoelastic equivalent medium model implicit...

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Main Authors: Fan, Lifeng, Ma, Guowei, Wong, Louis Ngai Yuen
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/100383
http://hdl.handle.net/10220/16279
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author Fan, Lifeng
Ma, Guowei
Wong, Louis Ngai Yuen
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Fan, Lifeng
Ma, Guowei
Wong, Louis Ngai Yuen
author_sort Fan, Lifeng
collection NTU
description Effective viscoelastic behaviour of a rock mass with double-scale discontinuities is investigated. The rock mass is modelled as a system of microdefected rock traversed by macrojoints. The effect of microdefects on the dynamic behaviour is evaluated by a viscoelastic equivalent medium model implicitly, whereas the macrojoints in the rock mass are modelled explicitly as physical discontinuities. Therefore, a homogenization–discontinuity combination approach is proposed to investigate the effective viscoelastic behaviour of rock mass under dynamic loading. The effective wave propagation coefficients and the effective viscoelastic complex moduli (storage modulus and loss modulus) are analytically derived. The effects of the double-scale discontinuities on the energy dissipation and the phase velocity are also discussed. It is shown that the effective behaviour of the rock mass with double-scale discontinuities is two-phase viscoelastic. Microdefect and macrojoint have different frequency-sensitive ranges and the effective viscoelastic behaviour is highly related to the stiffness of the discontinuities.
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spelling ntu-10356/1003832020-03-07T11:45:53Z Effective viscoelastic behaviour of rock mass with double-scale discontinuities Fan, Lifeng Ma, Guowei Wong, Louis Ngai Yuen School of Civil and Environmental Engineering Effective viscoelastic behaviour of a rock mass with double-scale discontinuities is investigated. The rock mass is modelled as a system of microdefected rock traversed by macrojoints. The effect of microdefects on the dynamic behaviour is evaluated by a viscoelastic equivalent medium model implicitly, whereas the macrojoints in the rock mass are modelled explicitly as physical discontinuities. Therefore, a homogenization–discontinuity combination approach is proposed to investigate the effective viscoelastic behaviour of rock mass under dynamic loading. The effective wave propagation coefficients and the effective viscoelastic complex moduli (storage modulus and loss modulus) are analytically derived. The effects of the double-scale discontinuities on the energy dissipation and the phase velocity are also discussed. It is shown that the effective behaviour of the rock mass with double-scale discontinuities is two-phase viscoelastic. Microdefect and macrojoint have different frequency-sensitive ranges and the effective viscoelastic behaviour is highly related to the stiffness of the discontinuities. 2013-10-04T07:04:58Z 2019-12-06T20:21:28Z 2013-10-04T07:04:58Z 2019-12-06T20:21:28Z 2012 2012 Journal Article Fan, L., Ma, G., & Wong, L. N. Y. (2012). Effective viscoelastic behaviour of rock mass with double-scale discontinuities. Geophysical journal international, 191(1), 147-154. https://hdl.handle.net/10356/100383 http://hdl.handle.net/10220/16279 10.1111/j.1365-246X.2012.05573.x en Geophysical journal international
spellingShingle Fan, Lifeng
Ma, Guowei
Wong, Louis Ngai Yuen
Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title_full Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title_fullStr Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title_full_unstemmed Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title_short Effective viscoelastic behaviour of rock mass with double-scale discontinuities
title_sort effective viscoelastic behaviour of rock mass with double scale discontinuities
url https://hdl.handle.net/10356/100383
http://hdl.handle.net/10220/16279
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