Multi-dimensional consolidation of layered poroelastic materials with anisotropic permeability and compressible fluid and solid constituents
详细信息    查看全文
  • 作者:Zhi Yong Ai ; Ya Dong Hu
  • 关键词:Anisotropic permeability ; Compressible fluid and solid constituents ; Layered poroelastic materials ; Multi ; dimensional consolidation
  • 刊名:Acta Geotechnica
  • 出版年:2015
  • 出版时间:April 2015
  • 年:2015
  • 卷:10
  • 期:2
  • 页码:263-273
  • 全文大小:898 KB
  • 参考文献:1. Ai, ZY, Wang, QS (2008) A new analytical solution to axisymmetric Biot’s consolidation of a finite soil layer. Appl Math Mech 29: pp. 1617-1624 CrossRef
    2. Ai, ZY, Wu, C (2009) Plane strain consolidation of soil layer with anisotropic permeability. Appl Math Mech 30: pp. 1437-1444 CrossRef
    3. Ai, ZY, Wang, QS, Wu, C (2008) A new method for solving Biot’s consolidation of a finite soil layer in the cylindrical coordinate system. Acta Mech Sin 24: pp. 691-697 CrossRef
    4. Ai, ZY, Cheng, ZY, Han, J (2008) State space solution to three-dimensional consolidation of multilayered soils. Int J Eng Sci 46: pp. 486-498 CrossRef
    5. Ai, ZY, Wu, C, Han, J (2008) Transfer matrix solutions for three-dimensional consolidation of multi-layered soil with compressible constituents. Int J Eng Sci 46: pp. 678-685
    6. Ai, ZY, Wang, QS, Han, J (2009) Transfer matrix solutions to axisymmetric and non-axisymmetric consolidation of multilayered soils. Acta Mech 211: pp. 155-172 CrossRef
    7. Ai, ZY, Cheng, YC, Zeng, WZ (2011) Analytical layer-element solution to axisymmetric consolidation of multilayered soils. Comput Geotech 38: pp. 227-232 CrossRef
    8. Biot, MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12: pp. 155-164 CrossRef
    9. Booker, JR (1974) Consolidation of a finite layer subject to surface loading. Int J Solids Struct 10: pp. 1053-1065 CrossRef
    10. Booker, JR, Carter, JP (1987) Withdrawal of a compressible pore fluid from a point sink in an isotropic elastic half space with anisotropic permeability. Int J Solids Struct 23: pp. 369-385 CrossRef
    11. Booker, JR, Small, JC (1982) Finite layer analysis of consolidation I. Int J Numer Anal Meth Geomech 6: pp. 151-171 CrossRef
    12. Booker, JR, Small, JC (1982) Finite layer analysis of consolidation II. Int J Numer Anal Meth Geomech 6: pp. 173-194 CrossRef
    13. Booker, JR, Small, JC (1987) A method of computing the consolidation behavior of layered soils using direct numerical inversion of Laplace transforms. Int J Numer Anal Meth Geomech 11: pp. 363-380 CrossRef
    14. Chau, KT (1996) Fluid point source and point forces in linear elastic diffusive half-space. Mech Mater 23: pp. 241-253 CrossRef
    15. Chen, GJ (2004) Consolidation of multilayered half space with anisotropic permeability and compressible constituents. Int J Solids Struct 41: pp. 4567-4586 CrossRef
    16. Chen, GJ (2005) Steady-state solutions of multi-layered and cross-anisotropic half-space due to a point sink. Int J Geomech 5: pp. 45-57 CrossRef
    17. Cheng, AH-D, Liggett, JA (1984) Boundary integral equation method for linear porous-elasticity with applications to soil consolidation. Int J Numer Method Eng 20: pp. 255-278 CrossRef
    18. Ganbe, T, Kurashige, M (2001) Integral equations for a 3D crack in a fluid saturated poroelastic infinite space of transversely isotropic permeability. JSME Int J, Ser A 44: pp. 423-430
  • 刊物类别:Engineering
  • 刊物主题:Continuum Mechanics and Mechanics of Materials
    Geotechnical Engineering
    Soil Science and Conservation
    Granular Media
    Structural Mechanics
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1861-1133
文摘
The Biot’s consolidation theory of fluid-infiltrated porous materials is used to formulate the problem of 2D and 3D consolidation of multilayered poroelastic materials with anisotropic permeability and compressible fluid and solid constituents under external force. The Laplace–Fourier transforms technology is adopted to reduce the partial differential equations to ordinary ones in the transformed domain, and an extra Laplace transform is subsequently implemented with respect to the remained variable of depth z to solve the equations. Analytical matrices are then built between the displacements, pore pressure and the stresses, fluid flux for all of the layers. By considering the boundary conditions and continuity between adjacent layers, global stiffness matrix is finally assembled from the analytical matrices in transformed domain. Using the inversion technology of the Laplace–Fourier transforms, actual solutions in the physical domain can be obtained. Finally, a FORTRAN program is made to perform the theory, and a series of numerical examples are carried out to validate and be in-depth insight into 2D and 3D consolidation of multilayered poroelastic materials with anisotropic permeability and compressible fluid and solid constituents. The results exhibit that the characteristic of compressibility of the constituents may have a strong effect on the consolidation process.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700