Results 21 to 30 of about 6,351,446 (338)

MEDIAL-LATERAL LOADING AND WEAR IN TKA [PDF]

open access: yesJournal of Biomechanics, 2008
Pre-clinical wear testing of Total Knee Arthroplasty has traditionally been carried out in a physical experiment [Fisher, 2002]. Recent computational models have been shown to have sufficient accuracy to be considered alongside these experiments [Knight, 2007].
Briscoe, Adam   +2 more
openaire   +2 more sources

Effect of the combined action of lateral load and axial load on the pile instability in liquefiable soils

open access: yes, 2020
Even with modern design guidelines, collapse of pile-supported structures in liquefiable deposits are still observed after strong earthquakes, and buckling instability of piles has been cited as a possible mechanism of failure in liquefiable soils ...
Xiao-Yu Zhang   +4 more
semanticscholar   +1 more source

New hybrid foundation solutions for offshore wind turbines [PDF]

open access: yesArchives of Civil Engineering
This paper reviews latest developments of substructures for offshore wind turbines focusing on investigations and applications of hybrid foundations. Model tests and numerical analyses were used to simulate the loading of hybrid piles in sand.
Krzysztof Trojnar
doaj   +1 more source

Laboratory Study on the Strength Behaviour of Two Laterally Loaded Adobe Walls

open access: yesInfrastructures, 2018
Adobe is a traditional construction technique found in historic and new construction throughout the world, often in earthquake-prone regions. Adobe structures are particularly susceptible to seismic forces due to their substantial mass and low tensile ...
Brad D. Weldon   +4 more
doaj   +1 more source

The Interaction Between Railway Vehicle Dynamics And Track Lateral Alignment [PDF]

open access: yes
This thesis examines the effect of vehicle dynamics on lateral deterioration of the track alignment. As rail traffic runs along a route, the forces imposed upon the track cause the ballast to settle, and hence the track geometry deteriorates.
Gong, Cencen
core   +3 more sources

Influence of boundary conditions and geometric imperfections on lateral–torsional buckling resistance of a pultruded FRP I-beam by FEA [PDF]

open access: yes, 2013
Presented are results from geometric non-linear finite element analyses to examine the lateral torsional buckling (LTB) resistance of a Pultruded fibre reinforced polymer (FRP) I-beam when initial geometric imperfections associated with the LTB mode ...
Nguyen, T. T.   +2 more
core   +1 more source

Energy-Based Approach: Analysis of a Laterally Loaded Pile in Multi-Layered Non-Linear Elastic Soil Strata

open access: yesGeotechnics, 2022
Several studies have been reported in published literature on analytical solutions for a laterally loaded pile installed in a homogeneous single soil layer. However, piles are rarely installed in an ideal homogeneous single soil layer.
Prakash Ankitha Arvan   +1 more
doaj   +1 more source

Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile

open access: yesCivil and Environmental Engineering, 2019
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiffness
Sivapriya S.V.   +4 more
doaj   +1 more source

The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System [PDF]

open access: yesEngineering and Technology Journal, 2021
Mechanically Stabilized Earth Walls (MSE) were widely used in several essential infrastructures, such as the abutments on a bridge. The need for a support base of a shallow or a deep bridge increased in the MSE wall system.
Salah Hamza   +2 more
doaj   +1 more source

An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities [PDF]

open access: yesEngineering and Technology Journal, 2022
Increasing the cross-sectional area of the piles or adding wings to the piles are two strategies for increasing the bearing capacity of the piles to resist lateral stresses.
Taha Mahdi   +2 more
doaj   +1 more source

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