Results 251 to 260 of about 20,835 (311)
Mechanisms of seismic improvement in pile-sheet wall supported slopes using ECC and anchor cables. [PDF]
Wang R +5 more
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2014
Base on over twenty years of experimental and theoretical research, the book present an overview of current piled foundation design practice under both vertical and horizontal loads as well as an examination of recent advances in the analysis and design of piled rafts.
VIGGIANI C +2 more
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Base on over twenty years of experimental and theoretical research, the book present an overview of current piled foundation design practice under both vertical and horizontal loads as well as an examination of recent advances in the analysis and design of piled rafts.
VIGGIANI C +2 more
openaire +3 more sources
Offshore Technology Conference, 1980
ABSTRACT A comprehensive set of guidelines for constructing linear models of single piles and pile- groups for foundations of offshore structures is presented. These models are used as boundary conditions at the base of the superstructure, thus permitting independent analysis of the superstructure from its ...
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ABSTRACT A comprehensive set of guidelines for constructing linear models of single piles and pile- groups for foundations of offshore structures is presented. These models are used as boundary conditions at the base of the superstructure, thus permitting independent analysis of the superstructure from its ...
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Settlement of piled foundations
Géotechnique, 1997A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. The code is based on the interaction factors method; the non-linearity is simulated as suggested by Caputo and Viggiani, that is, concentrating it at the pile—soil interface. In the linear range, the accuracy is checked against known benchmark solutions.
MANDOLINI, Alessandro, VIGGIANI C.
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Analysis of Pile Foundations with Batter Piles
Transactions of the American Society of Civil Engineers, 1950This paper presents a method of analysis of pile loads in foundations involving nonparallel piles, when both longitudinal and lateral resistances of piles are taken into account.
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2005
The design estimation of the required piling dimensions for a project is a multiple step process that lends itself to optimization. The estimate of required piling dimensions made during the design phase of a project is typically based on published design references.
Senapathy Harish +2 more
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The design estimation of the required piling dimensions for a project is a multiple step process that lends itself to optimization. The estimate of required piling dimensions made during the design phase of a project is typically based on published design references.
Senapathy Harish +2 more
openaire +1 more source
On Capacity of Pile Foundations
Foundation Engineering in the Face of Uncertainty, 2013Probabilistic models for soil properties are used to calculate the first two moments and the distribution for the capacity of pile foundations. Resulting properties are used to develop design equations based on partial and complete characterization of soil properties. Partial characterization is limited to the first two moments of soil strength.
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Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation
Computers and Geotechnics, 2022Lichen Li +2 more
exaly
The textbook is devoted to the design of pile foundations and the choice of methods for their construction. Considerable attention is paid to driven piles as the most economical solution. To develop practical skills, basic theoretical information about the operation of pile foundations and examples of solutions for calculating their bearing capacity ...
Vyacheslav Ursaki, Zufar Huzin
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Vyacheslav Ursaki, Zufar Huzin
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