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Foundation analysis and design

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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Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings

TL;DR: In this article, an enhanced soil-structure numerical model is developed and verified using ABAQUS software to assess the impact of SSI on high-rise frame-core tube structures.
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Flexible culverts in sloping terrain: Numerical simulation of soil loading effects

TL;DR: In this paper, the authors investigated the performance of flexible culverts in sloping topography with a number of 2D finite element model-based composite bridges (SSCBs).
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Optimization of Reinforced Concrete Retaining Walls Designed According to European Provisions

TL;DR: The proposed method develops a heuristic optimization approach to achieve the optimal design of reinforced concrete retaining walls that simultaneously satisfies all structural, geotechnical, and European Code design restraints while decreasing the total cost of these structures.
Journal Article

A Continuum Shell-beam Finite Element Modeling of Buried Pipes with 90-degree Elbow Subjected to Earthquake Excitations

TL;DR: In this article, the seismic analysis of the bent region in buried pipes is performed, and effects of soil properties and modeling methods on pipe response are investigated, including beam, beamshell finite element modeling, and a continuum shell FE model of a 90-degree elbow.
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Main aspects of deformation and rock support in Norwegian road tunnels

TL;DR: In this paper, the authors discuss and evaluate the current Norwegian support strategy by reviewing international theory, performing parameter analysis and presenting data from current and previous Norwegian road tunnels, with a focus on rock mass quality and deformations.