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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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A method predicting pumping-induced ground settlement using back-analysis and its application in the Karla region of Greece
TL;DR: In this paper, the authors derived a simplified equation and corresponding methodology which predicts ground subsidence in terms of water table history, based primarily on data of past subsidence, and validated this equation based on a state-of-the-art proposed model predicting one-dimensional ground subsiding induced by water level lowering in planar regions.
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Experimental Evaluation of Bearing Capacity of Skirted Footings
TL;DR: In this article, the effects of skirt stiffness and depth on the bearing capacity of skirted footing models were investigated, and it was found that using structural skirts may improve the footing bearing capacity up to 3.68 times depending on the geometry and structural specifications of the skirts and footings, soil characteristics and conditions of both soil-skirt and soil footing interfaces.
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Dynamic soil structure interaction model for beams on viscoelastic foundations subjected to oscillatory and moving loads
Hesham Elhuni,Dipanjan Basu +1 more
TL;DR: In this paper, a dynamic analysis of Euler-Bernoulli beams resting on multi-layered viscoelastic soil is presented, where the governing differential equations for beam and soil displacements are obtained using the extended Hamilton's principle, and these equations are solved using one-dimensional finite element method and analytical solutions.
Application of GRID computing for optimization of grillages
TL;DR: This global optimization problem of pile placement schemes under grillage-type foundations is solved here using the simulated annealing algorithm which proved to be one of the most promising algorithms for grillage optimization.
Finite element analysis of deep excavation problems
TL;DR: In this article, the authors presented the commonly used constitutive soil models suitable for the analysis of deep excavation problems where the input parameters can be derived from the basic soil properties in the effective stress drained and undrained analyses.