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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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Mechanistic-based comparisons of stabilised base and granular surface layers of low-volume roads

TL;DR: In this article, a range of promising technologies from a comprehensive literature review was selected and examined using field demonstration sections to identify the most effective and economical among several stabilisation methods for repairing or reconstructing granular surface and base layers of low-volume roads.
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Reinforcement and mud-pumping benefits of geosynthetics in railway tracks: Numerical analysis

TL;DR: In this article, the effects of geosynthetics on track reinforcement and mud-pumping reduction were evaluated using finite element analyses using various constitutive relationships, and the coupled analysis provided a better prediction of the measured results compared to the non-linear and straight analyses.
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Observed and Computed Settlements of Two Shallow Foundations on Sand

TL;DR: In this paper, the authors report the experimental data collected during the construction of two residential buildings, regarding the monitoring of the shallow foundations supported on a gravelly-silty sand deposit, and evaluate the accuracy and the reliability of the methods proposed by Schmertmann, Burland and Burbidge, and Berardi and Lancellotta.

Recommendations for Design, Construction, and Maintenance of Bridge Approach Slabs

TL;DR: In this article, a report regarding treatment methods for controlling settlements of approach slabs of new bridge construction is presented, with the first part concerned the compiling and presentation of documented information while the second part dealt with field evaluation of methods to reduce settlement.
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Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand

TL;DR: In this paper, the authors describe the reinforcing effects of a geocell-reinforced soil layer on uplift behavior of anchor plates, and the results show that the peak and residual uplift capacities of anchor models were highest when the geocell layer over the anchor was used, but with increasing anchor size and embedment depth, the benefit of geocell reinforcement deceases.