Erratum for “Constitutive Modeling of Anisotropic Sand Behavior in Monotonic and Cyclic Loading” by Zhiwei Gao and Jidong Zhao
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VIEW THE CORRECTED ARTICLEPublication: Journal of Engineering Mechanics
Volume 144, Issue 12
Parameter | Symbol | Value | Typical range |
---|---|---|---|
Elasticity | 125 | 120–150 | |
150 | 120–160 | ||
Critical state | 1.25 | 1.0–1.6 | |
0.75 | 0.75–0.8 | ||
0.934 | 0.9–1.1 | ||
0.019 | 0.01–0.03 | ||
0.7 | Around 0.7 | ||
Parameters associated with constant-mean-stress shear | 0.90 | 0.8–0.9 | |
0.09 | 0.09–0.11 | ||
4.0 | 2.0–5.0 | ||
0.4 | 0.2–0.6 | ||
5.3 | 1.0–6.0 | ||
7.6 | 3.0–10.0 | ||
5,000 | Default value | ||
0.1 | Default value | ||
1 | Assumed | ||
Parameters associated with constant-stress-ratio compression | 0.37 | 0.3–0.4 | |
(kPa) | 5,500.0 | 3,000–6,000 | |
0.18 | 0.1–0.3 | ||
1 | Assumed | ||
Fabric evolution | 7.35 | 7.0–8.0 | |
Initial anisotropy | 0.5 for Figs. 7–10 | 0–0.6 |
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©2018 American Society of Civil Engineers.
History
Received: Aug 20, 2018
Accepted: Aug 24, 2018
Published online: Sep 17, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 17, 2019
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