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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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Journal Article
Simplified Formulation of Solution for Beams on Winkler Foundation allowing Discontinuities due to Loads and Constraints
TL;DR: In this paper, a simplified formulation for the solution of the discontinuous differential equation governing this problem is given, made possible through the use of the generalized functions, such as the well-known Unit Step Function and the Dirac delta function.
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Impact of pile foundations adjacent to tunnels in sandy stratum
TL;DR: In this article, a model and numerical study of the behavior of a single pile in the vicinity of existing tunnel/buried pipe in a cohesionless soil is presented, where a small scale pile model is tested for its load-settlement behaviour without and with the existence of buried PVC pipe modelled as a tunnel in the near-hole.
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Effect of temperature-induced load on airport concrete pavement behavior
TL;DR: In this paper, the authors present the tensile stress distribution of concrete slabs and the landing gear position of an aircraft when both load-induced and temperature-induced loads are taken into consideration in the analysis.
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Slope stability analysis through variational slope geometry using Fellenius Method
TL;DR: Wang et al. as discussed by the authors conducted a theoretical investigation of the variation of slope form to minimize the landslide of slope and obtained slope instability with factor of safety between 0.38 - 0.64.
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Characterization of spatial variability with observed responses: application of displacement back estimation
TL;DR: The capability and accuracy of the probabilistic estimation method to characterize soil spatial variability with displacement responses is presented and results show that estimations based on horizontal displacements were more accurate than those based on vertical displacements.