Results 31 to 40 of about 82 (62)
Numerical modelling of group effects on the distribution of dragloads in pile foundations
, 2002 Negative skin friction on pile foundations, predicted from the results of numerical analyses, is presented. Soil slip at the pile-soil interface has been found to be the most important factor in governing pile behaviour in consolidating ground. Reduction
Lee, CJ, Bolton, MD, Al-Tabbaa, A.
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Development of neutral plane on a pile in a consolidating ground
, 2010 When a pile is installed in a layer of soft and compressible soil, the pile would be subjected to skin friction as the consequence of the relative settlements between the soil and the pile. Negative skin friction (NSF) is mobilized when soil settles more
Yan, WM, Sun, TK
core +1 more source
Numerical modeling of skin friction and penetration problems in geotechnical engineering
, 2013 Numerical modeling using finite element method (FEM) is well-recognized as a powerful method for both engineers and researchers to solve boundary value problems.
孫廸麒, Sun, Tek-kei
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Effects of axial load, shielding and shape on negative skin friction on piles
, 2006 Negative skin friction (NSF) is a common problem to be considered in designing pile foundations located in consolidating ground. Failures of foundations due to either NSF induced compressive axial force (Dragload) or excessive pile foundation settlement (
Lam, Sze Yue
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Contribution on the response prediction of axially loaded fixed head pile groups
, 2006 The aim of this paper is to investigate the interaction between the piles in a group with a rigid head and correlate the response of a group of piles to that of the single pile.
Μπαρέκα, Σπυριδούλα +1 more
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, 2011 A three-dimensional finite element simulation was carried out to investigate the effects of tunnel construction on nearby pile foundation. The displacement controlled model (DCM) was used to simulate the tunneling-induced volume loss effects.
马亢 +4 more
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With increasing demand of underground transportation system, presence of twin stacked tunnels near piled foundations is unavoidable, potentially leading to unexpected or adverse deformations of the pile foundations, which can directly jeopardize building
Mangi, Naeem +5 more
core +1 more source
Numerical investigation of the effects of excavation on piled embankments under static loading conditions. [PDF]
Sci RepSoomro MA +5 more
europepmc +1 more source
, 2018 Ingeniería Civil. Licenciado en Ciencias de la IngenieríaEsta memoria busca poder estimar asentamientos y cargas generadas por el efecto del downdrag en pilotes, analizando casos ocurridos en el pasado terremoto del Maule del 2010.
Rivera Millanao, David
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Study on negative skin friction of piles induced by mining subsidence using transparent soil model tests. [PDF]
Sci RepWang R, Zhang M, Niu Y, Li Z.
europepmc +1 more source