Expanded Byrne Model for Evaluating Seismic Compression
The Byrne (1991) model was developed to predict excess pore water pressure for saturated sands under cyclic loading. However, the model can also be used to predict seismic compression in dry or partially saturated clean sands, which is the focus of this research. The original Byrne (1991) model has...
Main Author: | Jiang, Yusheng |
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Other Authors: | Civil and Environmental Engineering |
Format: | Others |
Published: |
Virginia Tech
2019
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Subjects: | |
Online Access: | http://hdl.handle.net/10919/93765 |
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