Settlement prevision of piles under vertical load
F Castelli, E Motta - Proceedings of the Institution of Civil …, 2003 - icevirtuallibrary.com
This paper presents a simplified non-linear method to predict the behaviour of a single pile
and/or a pile group under vertical loads. The evaluation of the non-linear settlement is based …
and/or a pile group under vertical loads. The evaluation of the non-linear settlement is based …
Discussion: negative skin friction on piles in layered soil deposits
M Maugeri, F Castelli - Journal of Geotechnical Engineering, 1996 - ascelibrary.org
Discussion: Negative Skin Friction on Piles in Layered Soil Deposits Page 1 NEGATIVE SKIN
FRICTION ON PILES IN LAYERED SOIL DEPOSITSB Discussion by M. Maugeri,3 Member …
FRICTION ON PILES IN LAYERED SOIL DEPOSITSB Discussion by M. Maugeri,3 Member …
[PDF][PDF] Analisi, modellazione e miglioramento sismico delle fondazioni di edifici esistenti
M Maugeri, F Castelli… - Rivista Italiana di …, 2006 - associazionegeotecnica.it
La mitigazione del rischio sismico è una delle maggiori sfide dell'Ingegneria Civile nel terzo
millennio. A questa sfida un notevole contributo può essere apportato dall'Ingegneria …
millennio. A questa sfida un notevole contributo può essere apportato dall'Ingegneria …
A contribution to the analysis of negative skin friction on piles
GB Fenelli, G Russo - Deep Foundations on Bored and Auger …, 2020 - taylorfrancis.com
Negative skin friction may be a relevant problem in the design of piles in soft soils, when
significant areas around the piles are loaded at the ground surface. The downdrag on piles …
significant areas around the piles are loaded at the ground surface. The downdrag on piles …
Discussion of “Pile Groups under Negative Skin Friction” by CY Lee
M Maugeri, F Castelli, E Motta - Journal of Geotechnical …, 1995 - ascelibrary.org
Dr. Gonzalo Castro is correct in concluding that" the movements of the upstream section of
the dam... would be much longer than those of the downstream section." This is in fact the …
the dam... would be much longer than those of the downstream section." This is in fact the …
BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles.
G Russo, L Di Girolamo… - Geotechnical Engineering …, 2020 - search.ebscohost.com
Negative skin friction (NSF) may be a relevant problem in the design of piles in soft soils,
when significant areas around the piles are loaded at the ground surface. The downdrag on …
when significant areas around the piles are loaded at the ground surface. The downdrag on …
A method for non-linear analysis of pile groups under vertical loads
F Castelli, E Motto - … , design and practice: Proceedings of the …, 2003 - icevirtuallibrary.com
BGA International Conference on Foundations: Innovations, observations, design and practice
: A method for non-linear analysis o Page 1 Foundations: Innovations, observations, design …
: A method for non-linear analysis o Page 1 Foundations: Innovations, observations, design …
Discussion of “P‐Ultimate for Undrained Analysis of Laterally Loaded Piles” by James D. Murff and Jed M. Hamilton (January, 1993, Vol. 119, No. 1)
M Maugeri, F Castelli, E Motta - Journal of geotechnical …, 1994 - ascelibrary.org
Based on the failure mechanism Reese (1958) proposed, the lateral earth pressure acting
on a laterally loaded pile is generally evaluated considering two zones. In the upper zone …
on a laterally loaded pile is generally evaluated considering two zones. In the upper zone …
[引用][C] Effects of the non-linearity in the soil-foundation interaction
F Castelli, P MIRLISENNA - … , 5-7 novembre 2003. Volume 1), 2003 - pascal-francis.inist.fr
Effects of the non-linearity in the soil-foundation interaction CNRS Inist Pascal-Francis CNRS
Pascal and Francis Bibliographic Databases Simple search Advanced search Search by …
Pascal and Francis Bibliographic Databases Simple search Advanced search Search by …