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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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Natural stiffness matrix for beams on Winkler foundation:exact force-based derivation
TL;DR: In this paper, an alternative way to derive the exact element stiffness matrix for a beam on Winkler foundation and the fixed-end force vector due to a linearly distributed load was presented.
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Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies
Hamid Mortazavi Bak,Makan Noorbakhsh,Amir M. Halabian,Mohammadali Rowshanzamir,Hamid Hashemolhosseini +4 more
TL;DR: In this paper, the Taguchi design of experiments (TDOE) is employed to enhance the bearing capacity of geotechnical structures, and two different case studies, including tapered h...
Journal Article
Rutting properties of a dune-sand paving mixture (discussion, closure)
S A Al-Juraiban,R A Jimenez +1 more
TL;DR: The results of a laboratory evaluation of a dune-sand for use as a base course in a flexible pavement are presented in this paper, where an equation for relating permanent deformation (rutting) to the combined effects of (a) number of load applications, (b) temperature, (c) surface pressure, and (d) dynamic modulus of elasticity of the supporting subgrade.
An Enhanced Moving Window Method: Applications to High-Speed Tracks
TL;DR: New techniques for solving induced vibrations by moving loads by finite element software are proposed, allowing for significant computation time reduction and the influence of various parameters is investigated.
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Numerical study on deformation of diaphragm cut off walls under seepage forces in permeable soils
TL;DR: In this paper, a numerical modeling using Plaxis-2D is carried out to study seepage forces on suspended type cutoff walls in highly permeable soils and the deformation and bending moment in cutoff walls increased on increasing differential pressure head.