Location
St. Louis, Missouri
Presentation Date
27 Apr 1981, 2:00 pm - 5:00 pm
Abstract
A two-phased static and dynamic laboratory investigation of the behavior of a silicate grout stabilized sand has been undertaken. Through the use of load-controlled cyclic triaxial testing the dynamic strength, stiffness, and deformation characteristics have been assessed as a function of mix design, confinerrent level and loading history. Comparisons between static and dynamic properties are provided.
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
Rosenfarb, J. L. and Hackman, R. E., "The Cyclic Loading Behavior of Grouted Sand" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 6.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session01b/6
Included in
The Cyclic Loading Behavior of Grouted Sand
St. Louis, Missouri
A two-phased static and dynamic laboratory investigation of the behavior of a silicate grout stabilized sand has been undertaken. Through the use of load-controlled cyclic triaxial testing the dynamic strength, stiffness, and deformation characteristics have been assessed as a function of mix design, confinerrent level and loading history. Comparisons between static and dynamic properties are provided.
