Propagation characteristics of Rayleigh waves in double-layer unsaturated soils

被引:0
|
作者
Zhang M. [1 ,2 ]
Shang W. [1 ]
Zhou Z.-C. [1 ]
Guo C. [1 ]
机构
[1] School of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, 030024, Shanxi
[2] Key Laboratory of Highway Construction & Maintenance Technology in Loess Region, Shanxi Transportation Research Institute, Taiyuan, 030006, Shanxi
来源
| 1600年 / Academia Sinica卷 / 38期
基金
山西省青年科学基金; 中国国家自然科学基金;
关键词
Propagation characteristics; Rayleigh wave; Surface layer; Unsaturated soil;
D O I
10.16285/j.rsm.2017.10.021
中图分类号
学科分类号
摘要
This article investigates the problem of Rayleigh (R) waves propagation in double unsaturated soils. Firstly, wave equations of three-phase porous medium are extended by introducing the tortuosity of fluid phases into the conservation of momentum, then decomposed with the aid of Helmholtz theorem and the sum of potential functions of body waves. The dispersion equations are established with the boundary condition and the continuities of soil layers. The influences of saturation degree, tortuosity and cover thickness on the velocity and attenuation are discussed. The results show that the R wave velocity decreases linearly with the saturation, and increases with the intrinsic permeability κ in the intermediate range. The influence of tortuosity of water phase on R wave velocity is significant in high frequency domain. The tortuosity of air phase is negligible. For a ground system of upper-soft and lower-hard layers, the R wave velocity becomes smaller for thicker surface layer, and approaches the velocity in overlaying soil, especially for high frequency or surface layer with low stiffness. © 2017, Science Press. All right reserved.
引用
收藏
页码:2931 / 2938
页数:7
相关论文
共 24 条
  • [11] Tuncay K., Corapcioglu M.Y., Wave propagation in poroelastic media saturated by two fluids, Journal of Applied Mechanics, 64, 2, pp. 313-320, (1997)
  • [12] Sharma M.D., Propagation and attenuation of Rayleigh waves in a partially-saturated porous solid with impervious boundary, European Journal of Mechanics-A/Solids, 49, pp. 158-168, (2015)
  • [13] Smeulders D.M.J., On wave propagation in saturated and partially saturated porous media, (1992)
  • [14] Zhang Y., Xu Y., Xia J., Analysis of dispersion and attenuation of surface waves in poroelastic media in the exploration-seismic frequency band, Geophysical Journal International, 187, 2, pp. 871-888, (2011)
  • [15] Capeillere J., Mesgouez A., Lefeuve Mesgouez G., Axisymmetric wave propagation in multilayered poroelastic grounds due to a transient acoustic point source, Soil Dynamics and Earthquake Engineering, 52, pp. 70-76, (2013)
  • [16] Zhang M., Wang X., Yang G., Et al., Solution of dynamic Green's function for unsaturated soil under internal excitation, Soil Dynamics and Earthquake Engineering, 64, pp. 63-84, (2014)
  • [17] Burdine N.T., Relative permeability calculations from pore size distribution data, Journal of Petroleum Technology, 5, 3, pp. 71-78, (1953)
  • [18] Berryman J.G., Confirmation of Biot's theory, Applied Physics Letters, 37, 4, pp. 382-384, (1980)
  • [19] Lo W.C., Sposito G., Majer E., Wave propagation through elastic porous media containing two immiscible fluids, Water Resources Research, 41, 2, pp. 1-20, (2005)
  • [20] Yang J., A note on Rayleigh wave velocity in saturated soils with compressible constituents, Canadian Geotechnical Journal, 38, 6, pp. 1360-1365, (2001)