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Foundation analysis and design
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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
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Curling of concrete slabs on grade: experimental versus theoretical analysis
TL;DR: In this paper, the deformation of concrete pavement slabs subjected to temperature variations is examined using full-scale instrumented slabs provided data from key-performance parameters within the scope of a long-term monitoring program where concrete pavement slab equipped with over 200 sensors are subjected to weather conditions in the absence of traffic loading.
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Seismic response of single piles in liquefiable soil considering P-delta effect
TL;DR: In this article, a finite difference based computer program FLAC3D is used to model a single pile and obtain the deflection and bending moment behavior along the depth of the pile, under earthquake loading conditions in both non-liquefiable and liquefiable soil.
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Optimal placement of piles in real grillages: experimental comparison of optimization algorithms
Rimantas Belevičius,Sergėjus Ivanikovas,Dmitrij Šešok,Saulius Valentinavičius,Julius Žilinskas +4 more
TL;DR: The aim of the article is to choose algorithms suited for optimal placement of piles in real grillages by performing experimental comparison of different global optimization algorithms: random search, metaheuristics, and local optimization combined with random search.
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Fully Coupled Consolidation Analysis of Shear Strength Mobilization and Dragload of a Pile Subject to Negative Skin Friction
T. K. Sun,W. M. Yan,Dong Su +2 more
TL;DR: In this article, the authors present the results of a series of fully coupled consolidation numerical parametric studies of a pile embedded into a consolidating ground, focusing on the influences of pile geometry, ground compressibility and loading condition on pile responses.
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Single piles under horizontal loads in sand: determination of P – Y curves from the prebored pressuremeter test
TL;DR: In this article, the authors presented the results of the interpretation of five full-scale horizontal loading tests of single instrumented piles in two sandy soils, in order to define the parameters of load-transfer P-Y curves, namely the initial lateral reaction modulus and the lateral soil resistance, in correlation with the pressuremeter test parameters.