Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (1): 303-314.doi: 10.16285/j.rsm.2024.0388

• Numerical Analysis • Previous Articles     Next Articles

Characterization of wave propagation in thermo-viscoelastic media

MA Qiang1, 2, YANG Yi-qi1, ZHOU Feng-xi3, SHAO Shuai2   

  1. 1. School of Civil Engineering and Water Resources, Qinghai University, Xining, Qinghai 810016, China; 2. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048, China; 3. School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China
  • Received:2024-04-01 Accepted:2024-06-20 Online:2025-01-10 Published:2025-01-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52168053,52108342), the Qinghai Province Science and Technology Department Project (2024-ZJ-922) and the Doctoral Initial Funding of Xi’an University of Technology (107-451122001).

Abstract: Based on the fluctuation theory of elastic medium, the fluctuation equation of thermoviscoelastic medium is established by using the Kelvin-Voigt viscoelastic model, the equation of motion of viscoelastic medium and the generalized thermoelasticity theory. This approach considers soil viscosity and thermal effects. Then the dispersive characteristic equation of the body wave in the thermoviscoelastic medium is derived by introducing the displacement potential function of the solid-phase medium. Numerical calculations were performed to analyze the influence of thermophysical parameters, such as thermal expansion coefficient, medium temperature and relaxation time on the wave velocity and attenuation coefficient of thermoelastic waves. The results indicate significant differences in the wave velocity and attenuation coefficient of thermal elastomer waves under the three theoretical models: elastic theory, thermoelastic theory, and thermoviscoelastic theory. For each 0.5×10−3 s increase in relaxation time, the P-wave speed and attenuation coefficient increased by up to 5.18% and 34.67%, respectively; the S-wave speed and attenuation coefficient increased by up to 9.27% and 34.6%, respectively; and the T-wave speed and attenuation coefficient decreased by up to 2.18% and 2.24%, respectively. As frequency increases, the wave velocity and attenuation coefficient of each thermoelastic wave gradually increase. An increase in medium temperature results in higher P-wave and T-wave speeds and a higher P-wave attenuation coefficient. Specifically, for every 20 K increase in temperature, the P-wave speed and attenuation coefficient increase by approximately 3% and 2%, respectively. However, temperature changes do not affect the S-wave propagation characteristics and the T-wave attenuation coefficient. An increase in the thermal expansion coefficient leads to an increase in P-wave velocity and a decrease in T-wave velocity, significantly affecting the attenuation coefficients of both P-wave and T-wave. Additionally, heat flux and the phase delay time of the temperature gradient significantly influence the wave velocity and attenuation coefficient of the T-wave.

Key words: viscoelastic media, thermal effects, bulk waves, wave velocity, attenuation coefficient

CLC Number: 

  • TD 435
[1] NI Zu-jia, QIAO Jiang-mei, ZHANG Jun-kai, TANG Xu-hai, . Determining mechanical property and wave velocity of sandstone by accurate grain-based model and microscale mechanics experiments [J]. Rock and Soil Mechanics, 2025, 46(6): 1865-1880.
[2] LI Jin-yu, WANG Wei, WANG Hao-yu, YANG Yan-ke, XU Kai-fang, ZHANG Xiao-qing, XIONG Wen. Influence of liquefaction site conditions under the action of earthquake sequences [J]. Rock and Soil Mechanics, 2024, 45(5): 1551-1559.
[3] YUAN Jin-yuan, SU An-shuang, CHEN Long-wei, XU Cheng-shun, WANG Miao, YUAN Xiao-ming, ZHANG Si-yu, . The Chinese method for calculating the liquefaction probability of gravelly soils based on shear wave velocity [J]. Rock and Soil Mechanics, 2024, 45(11): 3378-3387.
[4] ZHU Chuan-qi, WANG Lei, ZHANG Yu, SHANG Rui-hao, WANG An-cheng. Effect of moisture content on wave velocity and failure characteristics of soft coal [J]. Rock and Soil Mechanics, 2024, 45(11): 3271-3285.
[5] YANG Yang, SUN Rui, . Liquefaction probability criteria table based on shear wave velocity [J]. Rock and Soil Mechanics, 2023, 44(S1): 634-644.
[6] 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.
[7] ZHANG Feng, TANG Kang-wei, YIN Si-qi, FENG De-cheng, CHEN Zhi-guo, . Shear wave velocity and dynamic resilient modulus of frozen and thawed silty clay and their conversion relationship [J]. Rock and Soil Mechanics, 2023, 44(S1): 221-233.
[8] WANG Hong-jian, CUI Yan-zong, YUAN Guang-xiang, ZHAO Fei, ZHANG Yi-yu, HUANG Zhi-quan, . Fractal characteristics analysis of granite with different weathering degrees based on uniaxial compression experiment [J]. Rock and Soil Mechanics, 2023, 44(8): 2249-2265.
[9] LIANG Xiao-min, YANG Shuo-cheng, GU Xiao-qiang, . An experimental study on the stress-induced anisotropic elastic wave velocities of sand [J]. Rock and Soil Mechanics, 2023, 44(11): 3235-3240.
[10] LIU Hong-bo, ZHOU Feng-xi, YUE Guo-dong, HAO Lei-chao. Propagation characteristics of thermoelastic wave in unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1613-1624.
[11] YANG Zhi-yong, WANG Yong, KONG Ling-wei, GUI Bin, CHEN Kai-wen, . A method for evaluating the unloading disturbance and sample quality of marine gas-bearing sediments based on shear wave velocity [J]. Rock and Soil Mechanics, 2020, 41(11): 3687-3694.
[12] JIA Bao-xin, WANG Kun, SUN Ao, ZHOU Lin-li, SUN Chuang, SU Li-juan, . Experimental study on propagation law of microseismic signal in layered rock mass containing goaf [J]. Rock and Soil Mechanics, 2020, 41(10): 3255-3265.
[13] 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.
[14] YANG Dao-xue, ZHAO Kui, ZENG Peng, ZHUO Yu-long, . Numerical simulation of unknown wave velocity acoustic emission localization based on particle swarm optimization algorithm [J]. Rock and Soil Mechanics, 2019, 40(S1): 494-502.
[15] CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!