岩土力学 ›› 2024, Vol. 45 ›› Issue (10): 3139-3152.doi: 10.16285/j.rsm.2023.1801

• 数值分析 • 上一篇    

P1波在饱和土和饱和冻土介质分界面上的 透反射问题研究

张嘉伦1,马强1, 2,蒋汇鹏1   

  1. 1.青海大学 土木水利学院,青海 西宁 810016;2.青海大学 青海省建筑节能材料与工程安全重点实验室,青海 西宁810016
  • 收稿日期:2023-11-27 接受日期:2024-04-09 出版日期:2024-10-09 发布日期:2024-10-11
  • 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。E-mail: maqiang0104@163.com
  • 作者简介:张嘉伦,男,1998年生,硕士研究生,主要从事土动力学方面的研究工作。E-mail: zhangjialun2021@163.com
  • 基金资助:
    国家自然科学基金(No.52168053);中国博士后科学基金(No.2022MD723837)。

Transmission and reflection of P1 wave at interface between saturated soil and saturated frozen soil

ZHANG Jia-lun1, MA Qiang1, 2, JIANG Hui-peng1   

  1. 1. School of Civil Engineering and Water Resources, Qinghai University, Xining, Qinghai 810016, China; 2. Qinghai Provincial Key Laboratory of Energy-saving Building Materials and Engineering Safety, Qinghai University, Xining, Qinghai 810016, China
  • Received:2023-11-27 Accepted:2024-04-09 Online:2024-10-09 Published:2024-10-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52168053) and the China Postdoctoral Science Foundation (2022MD723837).

摘要: 基于饱和多孔介质和冻结饱和多孔介质中波的传播理论,研究了P1波在饱和土介质与饱和冻土介质分界面上的透反射问题。采用Helmholtz矢量分解原理,结合饱和土与饱和冻土交界面的边界条件,获得P1波从饱和土层入射至饱和冻土层分界面处的透反射振幅比的解析解。通过数值计算,分析了入射频率、入射角度、饱和土介质中的渗透率以及饱和冻土介质中胶结参数、温度和接触参数等对土层分界面处的透反射振幅比的影响规律。研究结果表明:入射P1波的传播速度远小于饱和冻土介质中P1波的传播速度,因此当P1波从饱和土介质入射至饱和冻土介质中时将产生临界角,当入射角等于临界角时振幅比将发生突变;饱和土介质中渗透率对波的透反射振幅比影响较小,但其对于反射P2波影响突出;饱和冻土介质中的温度、胶结参数的变化对于波的透反射振幅比的影响显著。

关键词: 饱和土, 饱和冻土, 波的传播, 反射振幅比, 透射振幅比

Abstract: Based on the wave propagation theory in saturated porous media and saturated frozen porous media, this study investigates transmission and reflection of P1 waves at the interface between saturated soil and saturated frozen soil. Using the Helmholtz vector decomposition principle and considering the boundary conditions at the interface between saturated soil and saturated frozen soil, analytical solutions for the transmission and reflection amplitude ratios of P1 waves from the saturated soil layer to the interface with saturated frozen soil layer is obtained. Through numerical calculations, the influences of incident frequency, incident angle, permeability of the saturated soil medium, cementation parameters, temperature, and contact parameters of the saturated frozen soil medium on the transmission and reflection amplitude ratios at the soil interface were analyzed. The research findings indicate that the propagation velocity of the incident P1 wave is significantly lower than that in the saturated frozen soil medium. Therefore, a critical angle arises when the P1 wave propagates from the saturated soil medium to the saturated frozen soil medium, and the amplitude ratio undergoes a sudden change when the incident angle equals the critical angle. The permeability of saturated soil has a minor impact on the transmission and reflection amplitude ratios of wave but has a prominent effect on the reflected P2 wave. Variations in temperature and cementation parameters of the saturated frozen soil medium significantly affect the transmission and reflection amplitude ratios of wave.

Key words: saturated soil, saturated frozen soil, wave propagation, reflection amplitude ratio, transmission amplitude ratio

中图分类号: TU 445
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