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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 2016-08-08read more
Citations
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Numerical Assessment of Isolated Footing Capacity due to its Size and the Impact of Neighboring Foundation
TL;DR: In this paper , an empirical analysis is presented by using Terzaghi and Meyerhof model to predict the maximum allowable stress capacity of shallow foundation in different conditions and establish relationships between stress and settlements for different footing dimensions under various circumstances, as well as the impact of pressure bulb overlapping of two adjacent footing.
Structural preservation of Bologna National Gallery resulting from serviceability alterations
TL;DR: In this paper, the authors focus on the foundation strengthening of the Bologna National Gallery actually completed; this work, motivated from the extension of the visitor walks in the cellar floor, will provide extra space for the general reconsideration of the whole gallery.
Determin.ation of foundation se'itlements
TL;DR: In this article, a simple formula for determining foundation sealemenu using simple formula without determining natural and additional preuures for each elemental soil layer is presented. And a single influence factor is wed for the affected soil thickness.
Book ChapterDOI
A Case on Engineered Solution for Deep Excavation in Restricted Space
TL;DR: In this paper, the methodology adopted in soil support for deep excavation carried out for installation of press foundation in live working mechanical shop with space restriction and variable soil conditions was discussed, and the method adopted was the cheapest of available alternatives.
Journal ArticleDOI
A 3D Discrete Element Analysis of Failure Mechanism of Shallow Foundations in Rocks
TL;DR: In this paper, a 3D numerical modeling technique is proposed based on the 3D particle flow code in order to investigate the failure mechanism of rock foundations, and sensitivity analyses are performed on the friction angle, cohesion, and footing width.