Location
St. Louis, Missouri
Presentation Date
05 Apr 1995, 1:30 pm - 3:30 pm
Abstract
Laboratory model test results for the permanent settlement of a surface square foundation supported by a sand layer and subjected to a sustained static load superimposed by a cyclic load has been presented. Based on the model test results, the nature of variation of the permanent settlement of the foundation with the intensity of the static loading and the amplitude of the cyclic load intensity are presented.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 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
Das, B. M.; Yen, S. C.; and Singh, G., "Settlement of Shallow Foundation on Sand Due to Cyclic Loading" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 8.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session05/8
Included in
Settlement of Shallow Foundation on Sand Due to Cyclic Loading
St. Louis, Missouri
Laboratory model test results for the permanent settlement of a surface square foundation supported by a sand layer and subjected to a sustained static load superimposed by a cyclic load has been presented. Based on the model test results, the nature of variation of the permanent settlement of the foundation with the intensity of the static loading and the amplitude of the cyclic load intensity are presented.
