Location
St. Louis, Missouri
Presentation Date
05 Apr 1995, 11:50 am - 12:10 pm
Abstract
The VELACS project was conducted in order to improve existing methods for the analysis of the consequences of soil liquefaction. The project showed that centrifuge studies are repeatable only under carefully controlled conditions. Most procedures were able to predict the onset of liquefaction in contractive soils, but only effective stress based fully coupled nonlinear procedures were able to predict deformations due to liquefaction· None of the currently available procedures could simulate the behavior of dilative soils adequately. Problems were attributed to improper constitutive model implementation and inadequate calibration. An example to evaluate the behavior of a flow slide observed in a dynamic centrifuge test is presented. Numerical simulations of deformations with a finite deformation formulation showed that the main core of the embankment remained stable after shaking. This is in agreement with the observed behavior.
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
Arulanandan, K.; Manzari, M.; Zeng, X.; Fagan, M.; Scott, R. F.; and Tan, T. S., "Significance of the VELACS Project to the Solution of Boundary Value Problems in Geotechnical Engineering" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 2.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session15/2
Included in
Significance of the VELACS Project to the Solution of Boundary Value Problems in Geotechnical Engineering
St. Louis, Missouri
The VELACS project was conducted in order to improve existing methods for the analysis of the consequences of soil liquefaction. The project showed that centrifuge studies are repeatable only under carefully controlled conditions. Most procedures were able to predict the onset of liquefaction in contractive soils, but only effective stress based fully coupled nonlinear procedures were able to predict deformations due to liquefaction· None of the currently available procedures could simulate the behavior of dilative soils adequately. Problems were attributed to improper constitutive model implementation and inadequate calibration. An example to evaluate the behavior of a flow slide observed in a dynamic centrifuge test is presented. Numerical simulations of deformations with a finite deformation formulation showed that the main core of the embankment remained stable after shaking. This is in agreement with the observed behavior.
