Comparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft
Engineering and Technology Journal, 2018 The intended task of this paper is studying the behavior of free standing pile groups and piles of piled raft driven in clayey soil under axial loading. The raft-piles interaction is investigated as well through the two series of tests. Each one of these series includes twelve tests, the two series are conducted with the same configuration, spacing ...
Awf Al-Kaisi +2 more
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Design and Performance Verifcation of Ultra-High Performance Concrete Piles for Deep Foundations Final Report, November 2008 [PDF]
, 2008 The strategic plan for bridge engineering issued by AASHTO in 2005 identified extending the service life and optimizing structural systems of bridges in the United States as two grand challenges in bridge engineering, with the objective of producing ...
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Experience gained and difficulties in performing dynamic load test in composite piles made with steel rails [PDF]
, 2000 The results of dynamic instrumentation in two construction sites that used steel rails as pile foundation are presented in this paper. The first dynamic load tests were executed in piles made by single steel rails of the type TR32 and TR37. In the second
Bernardes, G. P. +2 more
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Static pile-soil-pile interaction in offshore pile groups
, 1994 This thesis is a theoretical study, using both finite element and boundary element methods, of the behaviour of single-piles and pile groups under vertical and lateral loading. It offers an improved understanding of the soil-structure interaction that occurs in pile groups, particularly closely spaced piles subjected to lateral loads.
Chaudhry, A, Chaudhry, A. R.
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The bearing capacity and settlement of gravel piles in clay [PDF]
, 1980 Includes bibliography.The writer has been interested in the subject of gravel piles for a number of years and has been suprised at the lack of rational design methods.
Jones, David Leonard
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MODELLING OF PILED RAFT FOUNDATIONS IN SAND [PDF]
, 2010 A piled raft is a composite foundation in which the piles are used as settlement reducers and they share, with the raft, the load from the superstructure.
Giretti, Daniela
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A three-dimensional numerical comparison of bearing capacity and settlement of tapered and under-reamed piles [PDF]
, 2019 Tapered piles by top cross sections larger than the toe cross sections and under-reamed piles by having one or more bulbs, have the potential for substantial major sides over conventional straight-sided piles.
Saberian, Mohammad +5 more
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Design Method of Piles Physical Model Based on Piles Resistance Similarity
工程科学与技术, 2010 :In the test of hydraulic model with equal Froude number, the Reynolds number is decreased, due to the reduced structure of pile group according to model scale, and the model-prototype resistance coefficient of piles is not equal.
Yang Xing, Wang Yana
doaj
A proposito di Roger de Piles [PDF]
, 2016 Il saggio, oltre a riassumere i datii biografici salienti di de Piles, fornisce un profilo storico-critico della sua opera e della sua fortuna e un commento storico-filologico puntuale al testo del Dialogue sur le coloris, analizzando anche le varianti ...
PERINI FOLESANI, GIOVANNA
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Some experiences with bored and auger piles in Naples area [PDF]
, 1988 Experimental evidence on load-settlement behaviour of foundation piles in the volcanic soils of Naples area is presented and discussed. The variability of behaviour among piles of the same foundation seems independent of the pile technology (bored ...
CAPUTO, Vincenzo, C. Viggiani
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