Location
St. Louis, Missouri
Presentation Date
06 Apr 1995, 10:30 am - 12:30 pm
Abstract
An incremental stress-strain model for granular soils based on fundamental soil mechanics principles is presented. The model captures the drained skeleton behavior observed in laboratory tests under cyclic loading. The undrained behavior is captured using the same skeleton stress-strain relation together with the volumetric constraint imposed by the pore water fluid. The model predicts cyclic simple shear response in close agreement with observed cyclic test data in terms of pore water pressure rise, cycles to trigger liquefaction, as well as the characteristic post-liquefaction response. Finally, the model is incorporated in a dynamic analyses procedure and applied to the field case history recorded at the Wildlife site. The recorded downhole time history was used as input and the predicted response compared with the field observation. In general, the agreement is good except for the pore water pressure response, which showed a more rapid rise than was observed.
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
Byrne, P. M. and McIntyre, J., "Effective Stress Liquefaction Analysis at the Wildlife Site" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 23.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session03/23
Included in
Effective Stress Liquefaction Analysis at the Wildlife Site
St. Louis, Missouri
An incremental stress-strain model for granular soils based on fundamental soil mechanics principles is presented. The model captures the drained skeleton behavior observed in laboratory tests under cyclic loading. The undrained behavior is captured using the same skeleton stress-strain relation together with the volumetric constraint imposed by the pore water fluid. The model predicts cyclic simple shear response in close agreement with observed cyclic test data in terms of pore water pressure rise, cycles to trigger liquefaction, as well as the characteristic post-liquefaction response. Finally, the model is incorporated in a dynamic analyses procedure and applied to the field case history recorded at the Wildlife site. The recorded downhole time history was used as input and the predicted response compared with the field observation. In general, the agreement is good except for the pore water pressure response, which showed a more rapid rise than was observed.
