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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 ArticleDOI
Seismic response assessment of building structures with underground stories: a state-of-the-art review
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A Study on the Soft Ground Subsidence beneath the Jack-up Rig Working for Offshore Wind Turbine Installation
TL;DR: In this article, an improved numerical analysis of the effect of jack-up rig loading on the soft ground by using FLAC3D considering consolidation theory was carried out, including analyzing the amount of subsidence when applying different cases of surchargings.
Proceedings ArticleDOI
Temperature Effects on Sand-Steel Interface Shear and Quantification of Post- Shear Surface Texture Characteristics of Steel
TL;DR: In this article, the effects of temperature on the interface shear strength between sand and steel were investigated using a large-scale interface direct shear apparatus (300 x 300 x 150 mm depth).
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Effects of Soil-structure Interaction and Different Simulation on the Response of Concrete Box Culverts
TL;DR: In this paper, different simulation and soil-structure interaction can affect the response of concrete culverts embedded in dry cohesionless soils, and three simulations have been considered, and the applied loads have been determined based on empirical relations of PCA without including the soil structure interaction.
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A Case Study on Unreinforced and Geogrid-Reinforced Working Platform Design by Finite Element Method
TL;DR: A two-dimensional plane strain finite element model (FEM) is developed and used to analyse specific cases of unreinforced and geogrid-reinforced granular working platforms and shows that a thin granular base is sensitive to plastic deformation when load is applied resulting in membrane effect.