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Foundation analysis and design

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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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Journal ArticleDOI

Reconstruction of Windsor Bridge Piers

TL;DR: The Windsor Bridge provides a two-lane highway crossing of the Susquehanna River in Broome County, New York as mentioned in this paper, which was built in 1935 and required rehabilitation in the early 1980s.
Journal ArticleDOI

Extending the Boussinesq model for impacts in granular media

TL;DR: In this paper, the authors measured the pressure distribution transmitted at the bottom of a uniform, dry granular layer under the action of gravitational impacts of a steel sphere of fixed diameter, and found that the structure of this distribution follows a similar form to the Boussinesq model, which was proposed initially for static conditions.
Proceedings ArticleDOI

Effects of Spatial Variability of Earthquake Ground Motion

TL;DR: In this paper, the authors discuss the procedures to be undertaken in the analysis of a cable-stayed bridge under SVEGM and compare the effects produced by seismic waves with different propagation speeds and different geological conditions.

Bearing capacity of footings in layered clay by the punching shear model

TL;DR: In this paper, the bearing capacity of shallow and deep square and circular footings and piles by the punching shear model in layered clay consisting of a stronger layer cs overlying a softer layer cw is examined.
Journal ArticleDOI

Stiffness matrices of thin-walled composite beam with mono-symmetric I- and channel-sections on two-parameter elastic foundation

TL;DR: In this paper, the stiffness matrices of thin-walled composite beam under the initial axial force and on two-parameter elastic foundation with mono-symmetric I-and channel-sections are derived.