Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6770993 | Soil Dynamics and Earthquake Engineering | 2018 | 11 Pages |
Abstract
UBCSAND is an effective-stress constitutive model for estimating shear-induced deformations resulting from liquefaction. It is a practice-oriented tool that balances simplicity of formulation and use with the ability to address key aspects of the liquefaction problem. This paper discusses the challenges of applying a FLAC-UBCSAND modeling approach to Class-A, B, and C predictions of the LEAP centrifuge tests. Attention is given to typical model calibration procedures and difficulties in using these procedures for the LEAP evaluations. A comparison of the analysis predictions to the centrifuge measurements is provided.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Michael H. Beaty,