Dynamic behaviour of an infinite saturated transversely isotropic porous media under fluid-phase excitation

被引:21
作者
Sahebkar, K. [1 ]
Eskandari-Ghadi, M. [1 ]
机构
[1] Univ Tehran, Sch Civil Engn, Coll Engn, POB 11165-4563, Tehran, Iran
关键词
Fundamental solution; Transversely isotropic; Isotropic; Poroelastodynamics; Ring flux; Ring pressure; POROELASTIC HALF-SPACE; GREENS-FUNCTIONS; FUNDAMENTAL-SOLUTIONS; PROPAGATION; SOIL;
D O I
10.1016/j.soildyn.2018.01.023
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
One of the required fundamental solutions of a poroelastodynamic problem is the solution of the saturated porous medium under a fluid flux or pressure. In the framework of coupled formulations of the displacement and pore-fluid pressure proposed by Biot, the fundamental solutions for a transversely isotropic fluid-saturated porous full-space are analytically presented when the domain of interest is affected by a time-harmonic fluid either ring flux or ring pressure. To this end, a solely scalar potential function is used to uncouple the Biot's coupled partial differential equations, where a sixth order partial differential equation achieved, from which the potential function is determined with the aid of Hankel integral transform and Fourier expansion series. The analytical fundamental displacements, stresses and pore-fluid pressure are presented in the form of one-dimensional semi-infinite integrals, which are due to inverse Hankel integral transforms. The integrals are also degenerated for the isotropic material in mechanical point of view. Because of the complexity of the integrands, the integrals are evaluated numerically. To this end, an adaptive numerical quadrature is adopted and coded in MATHEMATICA software. Some numerical results have been provided to illustrate the displacements, stresses and pore-fluid pressure.
引用
收藏
页码:390 / 406
页数:17
相关论文
共 21 条
[1]  
Biot M.A., 1957, J APPL MECH, V15, P594, DOI DOI 10.1115/1.4011606
[3]   MECHANICS OF DEFORMATION AND ACOUSTIC PROPAGATION IN POROUS MEDIA [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1962, 33 (04) :1482-+
[4]   FUNDAMENTAL SOLUTION IN DYNAMIC POROELASTICITY [J].
BURRIDGE, R ;
VARGAS, CA .
GEOPHYSICAL JOURNAL OF THE ROYAL ASTRONOMICAL SOCIETY, 1979, 58 (01) :61-90
[5]  
Chang CT, 1980, GEOTECHNIQUE, V30, P385
[6]   Three-dimensional time-harmonic Green's functions of saturated soil under buried loading [J].
Chen, S. L. ;
Chen, L. Z. ;
Pan, E. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2007, 27 (05) :448-462
[8]   Three-dimensional steady-state Green's functions for fluid-saturated, transversely isotropic, poroelastic bimaterials [J].
Hou, Peng-Fei ;
Zhao, Meng ;
Tong, Jie ;
Fu, Bin .
JOURNAL OF HYDROLOGY, 2013, 496 :217-224
[9]   Time domain 3D fundamental solutions for saturated poroelastic media with incompressible constituents [J].
Kamalian, Mohsen ;
Gatmiri, Behrouz ;
Sharahi, Morteza Jiryaei .
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING, 2008, 24 (09) :749-759
[10]   Analytical solution for the dynamic response of a saturated poroelastic half-space to harmonic stress loading [J].
Lo, Wei-Cheng ;
Chen, Chu-Hui ;
Yeh, Chao-Lung .
JOURNAL OF HYDROLOGY, 2010, 387 (3-4) :233-243