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Foundation analysis and design

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TLDR
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 2016-08-08

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Response of Cylindrical Storage Tank Foundation Resting on Tensionless Stone Column-Improved Soil

TL;DR: In this paper, the response of cylindrical storage tank foundation resting on stone column-reinforced ground has been studied considering the separation between the bottom raft and ground under liftoff condition.
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Behaviour of piled raft foundation in sand subjected to combined V-M-H loading

TL;DR: In this paper, the authors examined the behavior of piled raft foundation in sandy soil under V-M-H interaction using three-dimensional finite element analysis and showed that piled-raft lateral capacity increases due to combined loading than that of independent capacity.
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Evolution of coseismic fault-related folds induced by the Chi-Chi earthquake: A case study of the Wufeng site, Central Taiwan by using 2D distinct element modeling

TL;DR: In this paper, a series of 2D distinct element models possessing different bonding types and strengths was conducted to determine the deformation pattern near the surface and the evolution of the fault tip propagation.
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Evaluation of the performance of lime and cement treated base layers in unpaved roads

TL;DR: In this paper, a number of mixtures with different lime and cement contents were defined and modelled, using finite element software, namely PLAXIS, as base layers under different loadings and compared in terms of vertical deformation under loads and the maximum applicable load.
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A two-stage numerical analysis approach for the assessment of the settlement response of the pre-damaged historic Hoca Pasha Mosque

TL;DR: In this paper, a case study of the settlement response of the historic Hoca Pasha Mosque that involves uncertainties arising from the complex excavation activities, soil properties, building materials, and geometry and the presence of pre-existing cracks in the mosque's walls is presented.