2017
DOI: 10.1007/s00521-017-2916-9
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The potential of nonparametric model in foundation bearing capacity prediction

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Cited by 11 publications
(2 citation statements)
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“…The penetration depth is not only related to the soil engineering properties, but also limited by the thrust and pulling force of the sounding equipment. Generally, the penetration depth of 200 kN CPT equipment in soft soil can exceed 70 m, and the penetration depth in dense sand layer can exceed 30 m [8][9][10].…”
Section: Static Penetration Test Calculates Foundation Bearingmentioning
confidence: 99%
“…The penetration depth is not only related to the soil engineering properties, but also limited by the thrust and pulling force of the sounding equipment. Generally, the penetration depth of 200 kN CPT equipment in soft soil can exceed 70 m, and the penetration depth in dense sand layer can exceed 30 m [8][9][10].…”
Section: Static Penetration Test Calculates Foundation Bearingmentioning
confidence: 99%
“…Consequently, efforts have been devoted to the development of efficient optimization algorithms for the evaluation of several functions. Several novel approaches have been proposed in recent times with some satisfactory performances with fewer function evaluations [28], [34]- [38].…”
Section: Overviewmentioning
confidence: 99%