A ' geotechnical' stress variables approach to cyclic behaviour of soils.
Publication
, Journal Article
Nova, R; Hueckel, T
Published in: Soils under cyclic and transient loading, volume 1. Proc. international symposium, Swansea, 7-11 January, 1980
January 1, 1980
The presented mathematical model of soil behaviour under cyclic loading combines theories pertinent to the elastoplastic and paraelastic range. -Keith Clayton
Duke Scholars
Published In
Soils under cyclic and transient loading, volume 1. Proc. international symposium, Swansea, 7-11 January, 1980
Publication Date
January 1, 1980
Start / End Page
301 / 304
Citation
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Chicago
ICMJE
MLA
NLM
Nova, R., & Hueckel, T. (1980). A ' geotechnical' stress variables approach to cyclic behaviour of soils. Soils under Cyclic and Transient Loading, Volume 1. Proc. International Symposium, Swansea, 7-11 January, 1980, 301–304.
Nova, R., and T. Hueckel. “A ' geotechnical' stress variables approach to cyclic behaviour of soils.” Soils under Cyclic and Transient Loading, Volume 1. Proc. International Symposium, Swansea, 7-11 January, 1980, January 1, 1980, 301–4.
Nova R, Hueckel T. A ' geotechnical' stress variables approach to cyclic behaviour of soils. Soils under cyclic and transient loading, volume 1 Proc international symposium, Swansea, 7-11 January, 1980. 1980 Jan 1;301–4.
Nova, R., and T. Hueckel. “A ' geotechnical' stress variables approach to cyclic behaviour of soils.” Soils under Cyclic and Transient Loading, Volume 1. Proc. International Symposium, Swansea, 7-11 January, 1980, Jan. 1980, pp. 301–04.
Nova R, Hueckel T. A ' geotechnical' stress variables approach to cyclic behaviour of soils. Soils under cyclic and transient loading, volume 1 Proc international symposium, Swansea, 7-11 January, 1980. 1980 Jan 1;301–304.
Published In
Soils under cyclic and transient loading, volume 1. Proc. international symposium, Swansea, 7-11 January, 1980
Publication Date
January 1, 1980
Start / End Page
301 / 304