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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 2016-08-08read more
Citations
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Effect of Soil and Substructure Properties on Live-Load Distribution in Integral Abutment Bridges
Murat Dicleli,Semih Erhan +1 more
TL;DR: In this article, the authors investigated the effect of soil structure interaction and substructure properties at the abutments on the distribution of live-load effects in integral abutment bridge (IAB) components.
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Bearing capacity and settlement of strip footing on geosynthetic reinforced clayey slopes
TL;DR: In this article, the effect of geosynthetic reinforcement on bearing capacity of a strip footing resting on georeinforced clayey slopes was investigated by varying the edge distance of the footing from slope.
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A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response and 3D modelling
TL;DR: In this paper, a procedure for the derivation of an effective small-strain soil stiffness governing the soil structure interaction of large-diameter monopiles is presented for the design of a Winkler foundation.
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Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction
TL;DR: In this article, the authors used the isotropic consolidation test with the triaxial test apparatus and consequent knowledge of the pore pressure course to determine the initial soil properties, including the preconsolidation level.
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Influence of relative density of soil on performance of fiber-reinforced soil foundations
Vaibhav Sharma,Arvind Kumar +1 more
TL;DR: In this article, the influence of relative density on different types of footings, such as circular and ring footings on a randomly distributed fiber reinforced sand (RDFS) layer overlying an unreinforced sand bed, has been investigated.