岩土力学 ›› 2026, Vol. 47 ›› Issue (3): 839-855.doi: 10.16285/j.rsm.2025.0302CSTR: 32223.14.j.rsm.2025.0302

• 基础理论与实验研究 • 上一篇    下一篇

非饱和热黏弹性介质中波的传播特性研究

万朔1, 2,马强1, 2, 3,周凤玺4,张添渊1, 2   

  1. 1. 青海大学 土木水利学院,青海 西宁 810016;2. 青海省建筑节能材料与工程安全重点实验室,青海 西宁 810016; 3. 西安理工大学 岩土工程研究所,陕西 西安 710048;4. 兰州理工大学 土木工程学院,甘肃 兰州 730050
  • 收稿日期:2025-03-25 接受日期:2025-05-27 出版日期:2026-03-17 发布日期:2026-03-18
  • 通讯作者: 马强,男,1990年生,博士,副教授,主要从事土动力学与岩土工程抗震方面的研究工作。E-mail: maqiang0104@163.com
  • 作者简介:万朔,女,1989年生,硕士,讲师,主要从事土动力学研究方面的工作。E-mail: qhdxwanshuo@163.com
  • 基金资助:
    国家自然科学基金项目(No.52168053,No.52108342);青海省自然科学基金面上基金(No.2024-ZJ-922);西安理工大学博士启动金(No.107-451122001);青海大学科研实力提升项目(No.2025KTSQ20)。

Characterization of wave propagation in unsaturated thermo-viscoelastic porous media

WAN Shuo1, 2, MA Qiang1, 2, 3, ZHOU Feng-xi4, ZHANG Tian-yuan1, 2   

  1. 1. School of Civil Engineering and Water Resources, Qinghai University, Xining, Qinghai 810016, China; 2. Qinghai Provincial Key Laboratory of Building Energy-saving Materials and Engineering Safety, Xining, Qinghai 810016, China; 3. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048 China; 4. School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China
  • Received:2025-03-25 Accepted:2025-05-27 Online:2026-03-17 Published:2026-03-18
  • 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), the Doctoral Initial Funding of Xi’an University of Technology (107-451122001) and Qinghai University Research Ability Enhancement Project (2025KTSQ20).

摘要: 基于非饱和多孔热弹性介质的波动理论,考虑了土骨架的黏性和热效应的影响,利用Kelvin-Voigt黏弹性模型、多孔黏弹性介质的运动方程以及广义热弹性理论,建立非饱和热黏弹性介质的波动方程。通过引入各相介质的位移势函数,推导得到了非饱和多孔热黏弹性介质中体波的弥散特征方程。采用数值计算分析了松弛时间、热传导系数、介质温度、固相比热和饱和度等热物性参数对热弹性波的波速和衰减系数的影响规律。研究结果表明:松弛时间每增加0.5×10−3 s,P1波的波速和衰减系数最大增加了2.93%和44.51%,S波的波速和衰减系数最大增加了17.49%和51.32%,而T波的波速和衰减系数最大减小了25.4%和20.3%。热传导系数仅对T波的波速和衰减系数产生影响,热传导系数每增大1 J/(m·s·K),T波的波速增大了21.62%,衰减系数减小了6.83%;介质温度每增加20 K,P1波的波速增大了0.3%,衰减系数减小了0.2%;固相比热的增大将引起P1波和T波波速的逐渐增大。饱和度对P1波、P3波和S波的波速影响显著,随饱和度从0.99降低至0.40,P1波波速最大提高15.6%、P3波波速最大提高4.4倍,S波波速最大提高6.5%。

关键词: 非饱和多孔介质, 热黏弹性模型, 体波, 波速, 衰减系数

Abstract: Based on the wave theory of unsaturated porous elastic media, a wave equation for unsaturated porous thermo-viscoelastic media is established by considering the viscosity of the soil skeleton and thermal effects, and utilizing the Kelvin-Voigt viscoelastic model, the equations of motion for unsaturated porous viscoelastic media, and the generalized thermoelasticity theory. By introducing displacement potential functions for each constituent phase, the dispersion characteristic equations for body waves in unsaturated porous thermo-viscoelastic media are derived. Numerical calculations are performed to analyze the influence of thermophysical parameters, such as relaxation time, thermal conductivity, medium temperature, specific heat capacity of the solid phase, and saturation, on the wave velocity and attenuation coefficient of thermo-viscoelastic waves. The results show that for every 0.5×10⁻³ s increase in relaxation time, the velocities and attenuation coefficients of the P1 wave increase by up to 2.93% and 44.51%, respectively; those of the S wave increase by up to 17.49% and 51.32%, respectively; while the velocity and attenuation coefficient of the T wave decrease by up to 25.4% and 20.3%, respectively. The thermal conductivity coefficient only affects the T-wave velocity and attenuation coefficient. For every 1 J/(m·s·K) increase in thermal conductivity, the T-wave velocity increases by 21.62% and its attenuation coefficient decreases by 6.83%. For every 20 K increase in medium temperature, the P1-wave velocity increases by approximately 0.3% and its attenuation coefficient decreases by approximately 0.2%. An increase in the specific heat of the solid phase causes the wave velocities of both the P1-wave and the T-wave to gradually increase. Saturation has a significant effect on the wave velocities of P1, P3, and S waves. When the saturation decreases from 0.99 to 0.4, the wave velocities of the P1 and S waves increase by up to 15.6% and 6.5%, respectively, and the wave velocity of the P3 wave increases by up to 4.4 times.

Key words: unsaturated porous medium, thermo-viscoelastic model, body wave, wave velocity, attenuation coefficient

中图分类号: TU435
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