HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS.
Publication
, Journal Article
Hueckel, T; Nova, R
Published in: Transactions of the International Conference on Structural Mechanics in Reactor Technology
A theory of mechanical hysteresis of geological materials under alternating loading within the yield locus is studied, with emphasis on isotropic pressure sensitivity effects. Specialization to conventional triaxial tests is considered. The feasibility of the model is examined by comparing calculated and actual test data, including those obtained in a cyclic undrained compression test which enlights the phenomenon of cyclic mobility.
Duke Scholars
Published In
Transactions of the International Conference on Structural Mechanics in Reactor Technology
Volume
K
Citation
APA
Chicago
ICMJE
MLA
NLM
Hueckel, T., & Nova, R. (n.d.). HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS. (Accepted) Transactions of the International Conference on Structural Mechanics in Reactor Technology, K.
Hueckel, T., and R. Nova. “HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS. (Accepted)” Transactions of the International Conference on Structural Mechanics in Reactor Technology K (n.d.).
Hueckel T, Nova R. HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS. (Accepted) Transactions of the International Conference on Structural Mechanics in Reactor Technology. K.
Hueckel, T., and R. Nova. “HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS. (Accepted)” Transactions of the International Conference on Structural Mechanics in Reactor Technology, vol. K.
Hueckel T, Nova R. HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS. (Accepted) Transactions of the International Conference on Structural Mechanics in Reactor Technology. K.
Published In
Transactions of the International Conference on Structural Mechanics in Reactor Technology
Volume
K