Technical Papers
Nov 18, 2022

A Modified Thin-Layer Interface Model for Wave Propagation Across a Rock Fracture with Viscoelastic Filling

Publication: International Journal of Geomechanics
Volume 23, Issue 2

Abstract

A modified thin-layer interface model (MTLIM) is established to investigate stress wave propagation across a fracture filled with viscoelastic materials in a rock mass. First, this MTLIM treats the viscoelastic filling material as a composite of elastic thin layers and viscoelastic bonds. The displacement discontinuity at the bond is described by the Zener model, and the wave propagation equation through the fracture is derived in the time domain. Then, this MTLIM is degenerated to the thin-layer interface model (TLIM) for the extreme case and verified by the transmitted wave in a dynamic experiment. Its performance is compared with those of the TLIM and a zero-thickness interface model (ZTIM). Finally, the waveform evolution, transmission and reflection coefficients, and the energy dissipation ratio for stress wave incidence are investigated for viscoelastic filled fractures at different thicknesses. Results indicate that the MTLIM has better performance than the TLIM, Maxwell model, and Kelvin model in accurately reproducing the dynamic response of stress waves through viscoelastic filled fractures. Significant differences are observed between thin and thick filled fractures in the variation of the waveform and the velocity transmission and reflection coefficients with filling thickness. A thin filled fracture can cause more total energy dissipation than a thick one in some cases. The MTLIM can describe the effects of repeated reflections and the viscoelastic effects of filled fractures on the frequency and amplitude of seismic responses.

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Acknowledgments

This study was financially supported by the Yalong River Joint Fund of National Natural Science Foundation of China (Grant Number U1965101) and National Natural Science Foundation of China (Grant Numbers 12272119 and 51579062). This financial support is gratefully appreciated.

Notation

The following symbols are used in this paper:
cf
velocity of P wave for thin layer;
cr
velocity of P wave for rock;
c0
critical fracture thickness;
d
thickness of thin layer;
Ein
energy of incident wave;
Ere
energy of reflected wave;
Etr
energy of transmitted wave;
eloss
total energy dissipation ratio;
f
frequency of incident wave;
h
thickness of fracture;
i
time step;
J
normalized viscosity stiffness of dashpot in Zener model;
K1, K2
normalized elastic stiffness of springs in Zener model;
k1, k2
elastic stiffnesses of springs in Zener model;
N
number of thin layers;
RE
energy reflection coefficient;
Rv
velocity reflection coefficient;
t
time;
TE
energy transmission coefficient;
Tv
velocity transmission coefficient;
u
particle displacement of downside of bond;
u+
particle displacement of upside of bond;
vd
velocity of downtraveling P wave;
vu
velocity of uptraveling P wave;
x
bond number;
zx
wave impedance of P wave for media on downside of xth bond;
zx+
wave impedance of P wave for media on upside of xth bond;
Δt
time interval;
η
viscosity stiffness of dashpot in Zener model;
ρf
density of thin layer;
ρr
density of rock; and
σ
normal stress on bond.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 2February 2023

History

Received: Apr 27, 2022
Accepted: Sep 9, 2022
Published online: Nov 18, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 18, 2023

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Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei, Anhui 230009, China (corresponding author). ORCID: https://orcid.org/0000-0001-9989-3109. Email: [email protected]
Shumin Wang [email protected]
Ph.D. Candidate, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei, Anhui 230009, China. Email: [email protected]
Jianguo Wang [email protected]
Professor, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou, Jiangsu 221116, China. Email: [email protected]
Haochen Wang [email protected]
Postgraduate, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei, Anhui 230009, China. Email: [email protected]

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