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UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS.

Publication ,  Journal Article
Nova, R; Hueckel, T
Published in: Soils and Foundations
January 1, 1981

The problem of liquefaction of sand under either monotonic or cyclic loading is tackled from the point of view of Continuum Mechanics. It is shown that a suitable constitutive model may explain, in a phenomenological sense, the generation of pore pressure in an undrained test either when the load is monotonically increased to failure or when sand is cyclically sheared at constant stress or strain amplitudes.

Duke Scholars

Published In

Soils and Foundations

ISSN

0038-0806

Publication Date

January 1, 1981

Volume

21

Issue

4

Start / End Page

13 / 28

Related Subject Headings

  • Geological & Geomatics Engineering
  • 0999 Other Engineering
  • 0905 Civil Engineering
  • 0503 Soil Sciences
 

Citation

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Nova, R., & Hueckel, T. (1981). UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS. Soils and Foundations, 21(4), 13–28.
Nova, R., and T. Hueckel. “UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS.Soils and Foundations 21, no. 4 (January 1, 1981): 13–28.
Nova R, Hueckel T. UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS. Soils and Foundations. 1981 Jan 1;21(4):13–28.
Nova, R., and T. Hueckel. “UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS.Soils and Foundations, vol. 21, no. 4, Jan. 1981, pp. 13–28.
Nova R, Hueckel T. UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS. Soils and Foundations. 1981 Jan 1;21(4):13–28.
Journal cover image

Published In

Soils and Foundations

ISSN

0038-0806

Publication Date

January 1, 1981

Volume

21

Issue

4

Start / End Page

13 / 28

Related Subject Headings

  • Geological & Geomatics Engineering
  • 0999 Other Engineering
  • 0905 Civil Engineering
  • 0503 Soil Sciences