Erratum for “Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-Sand Mixture” by An Deng and Yang Xiao
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VIEW THE CORRECTED ARTICLEPublication: International Journal of Geomechanics
Volume 13, Issue 6
Eq. (2) in the original paper should be replaced with the new equation provided herewhere ; ; and and = slope and ordinate intercept of line, respectively.
(2)
Table 3 in the original paper should be replaced with the new table provided here.Table 3. Strength Parameters of Lines and Mohr-Coulomb Envelopes
| line | Mohr-Coulomb envelope | ||||
|---|---|---|---|---|---|
| EPS content, (%) | (degrees) | (kPa) | (degrees) | (kPa) | |
| 0 | 37.5 | 0.0 | 0.99 | 37.6 | 0.0 |
| 0.5 | 22.8 | 0.0 | 0.99 | 23.0 | 0.0 |
| 1.5a | 9.2 | 40.0 | 0.99 | 9.4 | 41.0 |
| 1.5b | 19.1 | 0.0 | 0.84 | 19.3 | 0.0 |
| 2.5a | 10.8 | 16.4 | 0.95 | 11.0 | 16.7 |
| 2.5b | 16.1 | 0.0 | 0.87 | 16.3 | 0.0 |
a
The lower segment of line.
b
The upper segment of line.
Information & Authors
Information
Published In
International Journal of Geomechanics
Volume 13 • Issue 6 • December 2013
Pages: 900
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jun 21, 2013
Accepted: Jul 11, 2013
Published online: Nov 15, 2013
Published in print: Dec 1, 2013
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