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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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Simplified analysis of cantilever diaphragm walls in cohesive soils
Enrico Conte,Antonello Troncone +1 more
TL;DR: In this paper, a method is presented for a simplified analysis of cantilever diaphragm walls in cohesive soils under undrained and drained conditions, where a rectilinear distribution of the net contact stresses that are not completely predetermined by the limit state is assumed at the soil-wall interface, consistently with the mechanism usually experienced by these structures.
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Introduction to PILOT Database and Establishment of LRFD Resistance Factors for the Construction Control of Driven Steel H-Piles
Matthew Roling,Matthew Roling,Sri Sritharan,Sri Sritharan,Muhannad T. Suleiman,Muhannad T. Suleiman +5 more
TL;DR: The recently established and publicly available database for Pile Load Tests (PILOT) is an amalgamated, electronic source of rich information comprising both static and dynamic data for driven piles as discussed by the authors.
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A mixed finite element formulation for timoshenko beam on winkler foundation
M.E. Ergüven,Abdullah Gedikli +1 more
TL;DR: In this paper, a mixed formulation for Timoshenko beam element on Winkler foundation has been derived by defining the total curvature in terms of the bending moment and its second order derivation.
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Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
TL;DR: In this article, the lateral response of single and group of piles under simultaneous vertical and lateral loads has been analyzed using a 3D finite element approach, and the effect of load combination on the lateral pile group response was performed on three pile group configurations (i.e., 2×1, 2×2 and 3×2) with four pile spacings.