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Foundation analysis and design
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In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.Abstract:
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08read more
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Analytical Model for the Pullout Behavior of Straight and Hooked-End Steel Fibers
Y. Zhan,Günther Meschke +1 more
TL;DR: In this article, an analytical model for the pullout behavior of single fibers embedded in a concrete matrix for various configurations of fiber type, matrix strength, and embedment condition is proposed.
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Maximum length of integral bridges supported on steel H-piles driven in sand
TL;DR: In this paper, the maximum length limits for integral bridges are determined as a function of the ability of steel H-piles supporting the abutments to sustain thermal-induced cyclic lateral displacements and the flexural capacity of an abutment.
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Reinterpretation of palmate and semi-palmate (webbed) fossil tracks; insights from finite element modelling
TL;DR: In this article, a track from the Late Cretaceous was studied with the aid of high resolution laser scanning, and the indentation of a non-webbed virtual tridactyl foot in such conditions created a resultant track with features analogous to "webbing" between digits.
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An optimised product-unit neural network with a novel PSO-BP hybrid training algorithm: Applications to load-deformation analysis of axially loaded piles
TL;DR: The results show that the proposed hybrid learning algorithm simulates the load-deformation curve of axially loaded piles more accurately than other BP, PSO, and existing PSO-BP hybrid methods, and turns out to be more accurate than hyperbolic and t-z models.
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Finite element analysis of mechanisms of pile group behaviour
J. S. Pressley,Harry G. Poulos +1 more
TL;DR: In this article, a non linear finite element model is used to examine the mechanisms of group behavior and their variation with pile spacing, and it is shown that, at close spacings, the block failure mechanism occurs, with significant plastic zones being developed below the group and full pile soil slip only being developed along the outer piles.