Location
St. Louis, Missouri
Presentation Date
28 Apr 1981, 9:00 am - 12:30 pm
Abstract
A mathematical model is formulated to present constitutive relation of sandy soil under cyclic loading. The fundamental concepts of kinematic and isotropic work-hardening plasticity theory are utilized here to obtain the relationship between rate of strain and rate of stress, in which the yield function, hardening function and plastic potential are proposed from experimental evidence and theoretical considerations. The predicted inelastic behaviour is compared with available experimental results of conventional cyclic triaxial tests, particularly of liquefaction phenomena.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Sato, Tadanobu; Shibata, Toru; and Ito, Ryoji, "Dynamic Behaviour of Sandy Soil and Liquefaction" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 18.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session02/18
Included in
Dynamic Behaviour of Sandy Soil and Liquefaction
St. Louis, Missouri
A mathematical model is formulated to present constitutive relation of sandy soil under cyclic loading. The fundamental concepts of kinematic and isotropic work-hardening plasticity theory are utilized here to obtain the relationship between rate of strain and rate of stress, in which the yield function, hardening function and plastic potential are proposed from experimental evidence and theoretical considerations. The predicted inelastic behaviour is compared with available experimental results of conventional cyclic triaxial tests, particularly of liquefaction phenomena.
