Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (10): 3253-3266.doi: 10.16285/j.rsm.2025.0301

• Numerical Analysis • Previous Articles     Next Articles

Research on the input of inhomogeneous elastic waves based on improved perfectly matched layer

ZHOU Peng-fa1, WEN Yu-min1, 2, HE Yong-hui3, GAO Deng1, LUO Yang1, CHANG Ming-yu1   

  1. 1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. National Engineering Research Center of Geological Disaster Prevention Technology in Land Transportation, Southwest Jiaotong University, Chengdu, Sichuan 611756, China; 3. Guangzhou Metro Design and Research Institute Co., Ltd., 523123, Dongguan, Guangdong, China
  • Received:2025-03-25 Accepted:2025-07-22 Online:2025-10-11 Published:2025-10-14
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52278414).

Abstract: To accurately impose inhomogeneous elastic waves in homogeneous media, the domain reduction method (DRM) based on the time-domain perfectly matched layer (PML) was investigated. An improved form of the coordinate stretching function was proposed, along with a method for determining its parameters. The improved perfectly matched layers and the domain reduction method were implemented programmatically based on ABAQUS/Explicit. The time-domain expressions of the free-field displacement for two typical inhomogeneous elastic waves (SV wave incident at supercritical angle and Rayleigh wave) in an elastic half-space were derived. Numerical experiments were conducted to verify the effectiveness of the improved stretching function, the absorption performance of various artificial boundaries for outgoing waves, and the input accuracy of the domain reduction method for SV waves incident at supercritical angles and Rayleigh waves. The results indicate that the improved stretching function has a clear physical meaning and effectively enhances the convenience of parameter selection. Compared to traditional viscoelastic and infinite element boundaries, the perfectly matched layer exhibits higher absorption efficiency for outgoing waves. The domain reduction method program is capable of accurately imposing those two representative inhomogeneous elastic waves, achieving a normalized root-mean-square deviation of less than 1% between the numerical and analytical displacement solutions. The research findings offer valuable insights for studies on seismic resistance and mitigation in underground and geotechnical engineering.

Key words: wave input, perfectly matched layer, domain reduction method, critical angle, SV wave, Rayleigh wave

CLC Number: 

  • TU 45
[1] DING Lan, YANG Hang, LI Tian-jun, WU Qiao-yun, ZHU Hong-ping, . Ultrawide low frequency bandgap characteristics and seismic isolation of surface wave metabarriers with double resonant cavities [J]. Rock and Soil Mechanics, 2025, 46(6): 1907-1918.
[2] ZHOU Peng-fa, SHEN Yu-sheng, GAO Deng, ZHANG Xi, HUANG Hai-feng, GAO Bo, . Explicit time-domain perfectly matched layers base on mixed finite element method [J]. Rock and Soil Mechanics, 2025, 46(5): 1605-1619.
[3] LI Xiao-xin, HE Chao, ZHOU Shun-hua, LI Hui, . Thin layer method for three-dimensional dynamic response of layered foundation with irregular interfaces [J]. Rock and Soil Mechanics, 2023, 44(S1): 655-668.
[4] ZHOU Feng-xi, YAO Tao-qi, LIU Hong-bo, . Energy characteristics of Rayleigh waves propagation in unsaturated soils [J]. Rock and Soil Mechanics, 2023, 44(S1): 612-622.
[5] CHAI Hua-you, KE Wen-hui, CHAI Yang-fei, ZHU Hong-xi, WANG Xian-Da, LIU Huan, . Analysis of spectral changes of the surface wave-field caused by underground shallow heterogeneities [J]. Rock and Soil Mechanics, 2022, 43(6): 1683-1693.
[6] PENG Gang, LIU Yun-long, CHEN Deng-hong, HOU Chun-ping, LIN Tian-cheng, LIU Yun-hui, . Study on the dam-foundation dynamic interaction based on artificial boundary of perfectly matched layer [J]. Rock and Soil Mechanics, 2022, 43(11): 3144-3152.
[7] BA Zhen-ning, LIU Shi-peng, WU Meng-tao, LIANG Jian-wen, . Analytical solution for isolation effect of plane SV waves by pipe piles with periodic arrangement in saturated soil [J]. Rock and Soil Mechanics, 2021, 42(3): 627-637.
[8] WANG Li-an, ZHAO Jian-chang, YU Yun-yan, . Propagation characteristics of Rayleigh wave in non-homogeneous saturated foundation [J]. Rock and Soil Mechanics, 2020, 41(6): 1983-1990.
[9] ZHOU Feng-xi, LIU Hong-bo, CAI Yuan-qiang, . Analysis of propagation characteristics of Rayleigh waves in saturated porothermoelastic media [J]. Rock and Soil Mechanics, 2020, 41(1): 315-324.
[10] ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226.
[11] CHAI Hua-you, KE Wen-hui, CHEN ELTON J., WANG Zhang-qiong, HUANG Xiang-guo, . A new approach to evaluate dispersion curve of Rayleigh waves of the fundamental mode in regularly layered elastic media [J]. Rock and Soil Mechanics, 2019, 40(12): 4873-4880.
[12] BA Zhen-ning, ZHOU Xu, LIANG Jian-wen, . Scattering of plane qP-qSV waves by a convex topography based on the transversely isotropic medium [J]. Rock and Soil Mechanics, 2019, 40(1): 379-387.
[13] YU Xiang, KONG Xian-jing, ZOU De-gao, ZHOU Chen-guang, . Seismic wave input method for nonlinear dynamic analysis of earth dam built on overburden [J]. , 2018, 39(5): 1858-1866.
[14] LI Zhi-yuan, LI Jian-bo, LIN Gao, . Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM [J]. , 2018, 39(11): 4242-4250.
[15] CHAI Hua-you, LI Tian-bin, CHEN Elton J., ZHANG Dian-ji,. Excitability of Rayleigh waves in half spaces under buried sources [J]. , 2017, 38(9): 2480-2486.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!