2011
DOI: 10.1016/j.eswa.2010.10.075
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Prediction of shear development in clean sands by use of particle shape information and artificial neural networks

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Cited by 8 publications
(1 citation statement)
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“…Special attention should be paid on timely introduction of advanced and efficient algorithms. It should be noted that current research works merely focus on the modeling of soil shearing behavior under triaxial [54,55], direct shearing [68], simple shearing [80,101], tension-shear [83] and unconfined compression shearing test [59], and the stress history prior to shearing has not been considered. It can be obtained from Table 1 that shearing behavior of soils under drained or undrained triaxial tests has been largely investigated using the ML based constitutive models comparing to others.…”
Section: Summary and Suggestionsmentioning
confidence: 99%
“…Special attention should be paid on timely introduction of advanced and efficient algorithms. It should be noted that current research works merely focus on the modeling of soil shearing behavior under triaxial [54,55], direct shearing [68], simple shearing [80,101], tension-shear [83] and unconfined compression shearing test [59], and the stress history prior to shearing has not been considered. It can be obtained from Table 1 that shearing behavior of soils under drained or undrained triaxial tests has been largely investigated using the ML based constitutive models comparing to others.…”
Section: Summary and Suggestionsmentioning
confidence: 99%