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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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Experimental studies on interference of two angular footings resting on surface of two-layer cohesionless soil deposit

TL;DR: In this article, the interference of two closely spaced small scaled model square and rectangular footings, each of two different sizes, and resting on the surface of a two-layered sand deposit was studied.

Numerical evaluation of bearing capacity and settlement of ring footing; case study of kazeroon cooling towers

TL;DR: In this article, a numerical analysis was performed using PLAXIS software for calculating bearing capacity and settlement of ring footing, and the results indicated that the bearing capacity of rough ring footing is higher than that of smooth ring footing.
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Influences of railway ballast sand contamination on loading pattern of pre-stressed concrete sleeper

TL;DR: In this article, the effects of sand contamination of railways on the loading pattern of pre-stressed concrete sleepers were investigated, using a FE model of railway track developed and validated in this research.
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Stresses in soil–bentonite slurry trench cut-off walls

TL;DR: In this article, a model is proposed to predict the steady-state horizontal and vertical effective stresses in the backfill after consolidation, and the obtained stresses are then used to estimate the hydraulic conductivity of backfill.
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Evaluation of Lateral Load Capacity of Bored Piles in Weathered Granite Soil

TL;DR: In this paper, the load-displacement responses of laterally loaded, single bored piles in weathered granite soil are investigated using field model tests and numerical analyses, and the results of numerical analyses from existing methods were compared with experimental data to assess their suitability to predict lateral load capacities.