Static stiffness of unbounded soil by finite-element method

Journal of Geotechnical Engineering

Volumn 122, Issue 4, 1996, Pages 267-273

  Wolf, John P ^a,b   Song, Chongmin ^a  

^a EPFL   (Switzerland)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; SOIL; SOIL/STRUCTURE INTERACTION; STIFFNESS;

EID: 0030390076     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:4(267)     Document Type: Article

References (8)

1. Anderson, E., et al. (1992). LAPACK users' guide. Society for Industrial and Applied Mathematics, Philadelphia, Pa.
2. Dasgupta, G. (1982). "A finite element formulation for unbounded homogeneous continua." J. Appl. Mech., 49(3), 136-140.
3. Dominguez, J. (1993). Boundary elements in dynamics. Computational mechanics publications, Southampton, U.K.
4. Laub, A. J. (1979). "A Schur method for solving algebraic Riccati equations." IEEE Trans. on Automatic Control, AC-24(6), 913-921.
5. Luco, J. E. (1976). "Torsional response of structures for SH-waves: the case of hemispherical foundations." Bull. Seismological Soc. of Am., 66(1), 109-124.
6. Poulos, H. G., and Davis, E. H. (1974). Elastic solutions for soil and rock mechanics. John Wiley & Sons, Inc., New York, N.Y.
7. Song, Ch., and Wolf, J. P. (1995). "Consistent infinitesimal finite-element method: out-of-plane motion." J. Engrg. Mech., ASCE, 121(5), 613-619.
8. Wolf, J. P. (1988). Soil-structure-interaction analysis in time domain. Prentice-Hall, Englewood Cliffs, N.J.