2016
DOI: 10.1080/19375247.2017.1288883
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Theory and modelling of negative skin friction on a pile in soil

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Cited by 3 publications
(2 citation statements)
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“…It was realized that very small soil settlements were adequate to activate skin resistance. Consistent with the results of long-term monitoring, it was demonstrated that negative skin friction was developed in all piles due to soil settlement coupled with installation effects, consolidation under the sustained (head) load, and/or any other causes (Siegel and Lucarelli 2017). Dey and Koch investigated the effect of pile driving on the position of the neutral plane.…”
Section: Introductionmentioning
confidence: 57%
“…It was realized that very small soil settlements were adequate to activate skin resistance. Consistent with the results of long-term monitoring, it was demonstrated that negative skin friction was developed in all piles due to soil settlement coupled with installation effects, consolidation under the sustained (head) load, and/or any other causes (Siegel and Lucarelli 2017). Dey and Koch investigated the effect of pile driving on the position of the neutral plane.…”
Section: Introductionmentioning
confidence: 57%
“…After long-term monitoring, Fellenius found that all piles in soil experienced NSF and a small relative movement was sufficient to develop NSF [2]. There are important fundamental differences in the behavior of piles with NSF compared to piles without it that affect the structural and geotechnical design [3]. On the one side, the dragload induced by NSF drags the pile downward such that the settlements exceed the serviceability constraints by design; on the other side, in some specific cases, the structural strength of the pile is exceeded.…”
Section: Introductionmentioning
confidence: 99%