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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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Cost optimization of using geogrids vs piles in the foundation of interchange bridges
TL;DR: In this paper, the feasibility of using geogrids in the foundation of interchange bridges, resting on sandy soils, instead of piles, was investigated, and it was found that reinforced soil is considered as cost-effective solution which is much more economical than piles.
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Three-dimensional finite element analysis of a vertical anchor embedded in granular soil
TL;DR: In this article , a three-dimensional finite element analysis using PLAXIS 3D was conducted to examine the effect of various factors, including anchor shape, embedment depth, and the presence of a groundwater table, on the pullout resistance of anchor blocks.
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Computational and Theoretical Justification of Foundation Design Solutions for Equipment Subject to Dynamic Loads
TL;DR: In this article, a solution to the problem of foundation vibration jointly with the subgrade soil caused by dynamic loads generated by equipment is considered, which can be described by the Voigt model of viscoelasticity.
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Analytical study of abutment and pile behaviour of iab with soil interaction
TL;DR: In this paper, a parametric study was conducted to investigate the effects of various geotechnical properties of the foundation soil on the performance of IAB (Integral Abutment Bridge) subjected to temperature variations from -20 O C to +40 O C. These temperature changes were applied throughout the bridge deck in longitudinal direction.
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Actual Geological Processes Acting on the Western Coast of Black Sea
TL;DR: In this paper, the authors presented the presence of a fault network inside the major structural units, on which vertical tectonic movements can be a major cause of long term costal erosion and large scale landslides.