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author:

Wu, Y. (Wu, Y..) [1] | Chen, G. (Chen, G..) [2] | Jiang, Z. (Jiang, Z..) [3] | Zhang, H. (Zhang, H..) [4] | Zheng, L. (Zheng, L..) [5] | Pang, Y. (Pang, Y..) [6] | Guo, N. (Guo, N..) [7] | Zhang, L. (Zhang, L..) [8]

Indexed by:

Scopus

Abstract:

In order to accurately and efficiently simulate the dynamic processes of coupled phenomena with viscoelastic, continuous and discontinuous deformations, a three-dimensional (3D) numerical manifold method combining Maxwell's viscoelasticity (3D-VisNMM) is proposed and implemented in this study. First, the matrix formulas of 3D-VisNMM are derived, and then its technique flowchart is presented. Second, four viscoelastic models, which represent creep characteristics, stress relaxation features, stress accumulation, and frictional deceleration, respectively, are used to verify the feasibility of 3D-VisNMM. The creep model shows that the simulated deformation at each time step is highly consistent with the analytical solution. The stress relaxation model shows that the accuracy of simulated stress mainly depends on the time step, that is, the range of the Relative Standard Deviation (RSD) is 0.3%-4.8%, which corresponds to a time length of 0.1-2.0 years. The gravity-driven stress accumulation model shows that the RSD between the simulated results and analytical solutions is less than 0.004%. The frictional deceleration simulation shows that the RSD of cumulative displacements and accelerations are less than 0.65% and 2.4%, respectively. All these numerical simulations show that 3D-VisNMM is suitable for analyzing viscoelastic deformations, stress relaxation, and frictional sliding issues in multitemporal scale (second-century) and multispatial scale (meter-hundred kilometers). Therefore, 3D-VisNMM has a good application prospect in Geoscience research. © 2020 American Society of Civil Engineers.

Keyword:

Creep properties; Discontinuous deformation; Maxwell viscoelastic model; Stress relaxation properties; Three-dimensional numerical manifold method

Community:

  • [ 1 ] [Wu, Y.]First Monitoring and Application Center, CEA, Tianjin, 300180, China
  • [ 2 ] [Wu, Y.]Dept. of Earth, Planetary, and Space Sciences, Univ. of California, Los Angeles, CA 90085, United States
  • [ 3 ] [Chen, G.]Dept. of Civil and Structural Engineering, Kyushu Univ., Fukuoka, 819-0379, Japan
  • [ 4 ] [Jiang, Z.]CEA Key Laboratory of Earthquake Prediction, Institute of Earthquake Forecasting, CEA, Beijing, 100036, China
  • [ 5 ] [Zhang, H.]College of Civil Engineering, Tongji Univ., Shanghai, 200092, China
  • [ 6 ] [Zheng, L.]College of Civil Engineering, Fuzhou Univ., Fuzhou, 350108, China
  • [ 7 ] [Pang, Y.]First Monitoring and Application Center, CEA, Tianjin, 300180, China
  • [ 8 ] [Guo, N.]First Monitoring and Application Center, CEA, Tianjin, 300180, China
  • [ 9 ] [Zhang, L.]Institute of Geophysics, China Earthquake Administration, Beijing, 100081, China

Reprint 's Address:

  • [Chen, G.]Dept. of Civil and Structural Engineering, Kyushu Univ.Japan

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Source :

International Journal of Geomechanics

ISSN: 1532-3641

Year: 2020

Issue: 9

Volume: 20

3 . 8 1 9

JCR@2020

3 . 3 0 0

JCR@2023

ESI HC Threshold:132

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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