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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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Site classification of Turkish national strong-motion stations

TL;DR: In this paper, the compilation of National Strong Ground Motion Database in Accordance with International Standards (NEHRP Provisions and Eurocode-8 site classification systems) is presented.
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Numerical analysis of piled rafts

TL;DR: In this article, an approximate numerical method for the analysis of piled raft foundations is presented, where the raft is modelled as a thin plate and the piles as interacting non-linear springs.
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Integral Abutment-Backfill Behavior on Sand Soil-Pushover Analysis Approach

TL;DR: In this paper, a structural model of a typical integral bridge is built, considering the nonlinear behavior of the piles and soil-bridge interaction effects, and static pushover analyses of the bridge are conducted to study the effect of various geometric, structural, and geotechnical parameters on the performance of the abutment-backfill system under positive thermal variations.
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Harnessing multi-layered soil to design seismic metamaterials with ultralow frequency band gaps

TL;DR: In this article, the authors proposed a new design methodology to generate seismic metamaterials that can attenuate surface waves below 10 Hz by periodically varying concrete piles in the host multi-layered soil.
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Factorial experimental approach for effective dosage rate of stabilizer: Application for fine-grained soil treated with bottom ash

TL;DR: In this article, a factorial experimental analysis and an effect size estimation were used to investigate the effective dosage rates of bottom ash to improve a fine-grained soil, and the results indicated that bottom ash can be adequately added to soil in the stabilization for both improvement (i.e., at 30% dosage) and replacement (i., below 30% dose).