Location
St. Louis, Missouri
Presentation Date
27 Apr 1981, 2:00 pm - 5:00 pm
Abstract
Experimental results using triaxial undrained cyclic tests on remolded and non-remolded are exposed. The influence of the clay structure is shown by choosing four clays with different mineralogies (kaolinite, illite, bentonite, marl). Different over consolidation ratios are used and the fatigue phenomenon is studied in relation to the evolution of the effective stress path.
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
Hicher, P. Y. and Elhosri, M. S., "Cyclic Loading on Clays" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 21.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session01b/21
Included in
Cyclic Loading on Clays
St. Louis, Missouri
Experimental results using triaxial undrained cyclic tests on remolded and non-remolded are exposed. The influence of the clay structure is shown by choosing four clays with different mineralogies (kaolinite, illite, bentonite, marl). Different over consolidation ratios are used and the fatigue phenomenon is studied in relation to the evolution of the effective stress path.
