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Sep 17, 2018

Erratum for “Constitutive Modeling of Anisotropic Sand Behavior in Monotonic and Cyclic Loading” by Zhiwei Gao and Jidong Zhao

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Publication: Journal of Engineering Mechanics
Volume 144, Issue 12
1.
In Eq. (46), drij should be replaced with dr¯ij. The correct equation is
df¯1=Bn¯ijdr¯ijL1rH¯1=0
(46)
2.
In Table 1, the last parameter given for critical state should be ξ (with a value of 0.7), rather than λc. The corrected table is provided herein.
Table 1. Summary of model parameters for Toyoura sand
ParameterSymbolValueTypical range
ElasticityG0125120–150
K0150120–160
Critical stateMc1.251.0–1.6
c0.750.75–0.8
eΓ0.9340.9–1.1
λc0.0190.01–0.03
ξ0.7Around 0.7
Parameters associated with constant-mean-stress shearch0.900.8–0.9
er0.090.09–0.11
n4.02.0–5.0
d10.40.2–0.6
m5.31.0–6.0
h17.63.0–10.0
ω5,000Default value
dr0.1Default value
μ1Assumed
Parameters associated with constant-stress-ratio compressionρc0.370.3–0.4
pr (kPa)5,500.03,000–6,000
β0.180.1–0.3
d21Assumed
Fabric evolutionkf7.357.0–8.0
Initial anisotropyF00.5 for Figs. 7–100–0.6

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 12December 2018

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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Lecturer, School of Engineering, Univ. of Glasgow, Rankine Bldg., Glasgow G12 8LT, UK (corresponding author). Email: [email protected]
Jidong Zhao
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China.

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