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A numerical study of the effects of wall deformation on earth pressures
Author(s) -
Potts D. M.,
Fourie A. B.
Publication year - 1986
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.1610100404
Subject(s) - lateral earth pressure , mechanics , geotechnical engineering , deformation (meteorology) , finite element method , stress (linguistics) , stiffness , earth (classical element) , limit (mathematics) , retaining wall , limiting , geology , structural engineering , mathematics , engineering , physics , mathematical analysis , mechanical engineering , linguistics , oceanography , philosophy , mathematical physics
When designing any earth retaining structure it is necessary to estimate the limiting earth pressures. This is usually achieved by assuming a linear pressure distrigution and by using active and passive pressure coefficients obtained by either limit equilibrium, stress field solutions of limit analysis. These coefficients are approximate in a theoretical sense, do not distinguish between modes of wall movement, and provide no pre‐failure information. In practice, wall movements are dependent on the construction method and support conditions provided. Any effect of such movements on earth pressures is therefore of practical interest. In this paper the finite element method is used to investigate the effect of the mode of wall movement on the generation of earth pressure. Both smooth and rough walls are considered. It is shown that the distribution of earth pressure is highly dependent on the assumed mode of deformation. The resultant forces on the wall are also affected, but to a lesser degree. The, effect of soil dilatation, the initial horizontal stress and the distribution of soil stiffness with depth are also examined.