ANN-AdaBoost model for the strength-weakening coefficient of soft clay in port engineering
Author:
Funder
Innovative Research Group Project of the National Natural Science Foundation of China
the Key Projects of STECOL Corporation in 2020
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-023-02276-z.pdf
Reference21 articles.
1. Puzrin A, Frydman S and Talesnick M 1995 Normalized nondegrading behavior of soft clay under cyclic simple shear loading. J. Geotech. Eng. 121: 836–843
2. Yan S, Liu R, Fan Q and Xie S 2005 Stability of the guiding dike in Yangtze Estuary under the wave load. Chin. Ocean Eng. 19: 59–670
3. Chu D, Stewart J P and Boulanger R W 2008 Cyclic softening of low-plasticity clay and its effect on seismic foundation performance. J. Geotech. Eng. 34: 1595–1608
4. Boulanger R W and Idriss I M 2007 Evaluation of cyclic softening in silst and clays. J. Geo. Geoen. Eng. 133: 641–652
5. Callisto L and Rampello S 2004 An interpretation of structural degradation for three natural clays. Canad. Geotech. J. 41: 392–407
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