Book•
Foundation analysis and design
01 Jan 1968-
TL;DR: 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 2016-08-08
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TL;DR: It is shown that models including trabecular geometry are considerably stiffer than non-porous whole bone models wherein the non-cortical component has the same mass as the trABecular network, suggesting inclusion of trabECular geometry is desirable.
39 citations
TL;DR: In this paper, three-dimensional finite element analyses have been carried out to investigate the response of a single pile when subjected to lateral soil movements, showing that the behavior of the pile was significantly influenced by the pile flexibility, the magnitude of soil movement, the pile head boundary conditions, the shape of the soil movement profile and the thickness of the moving soil mass.
Abstract: Piles may be subjected to lateral soil pressures as a result of lateral soil movements from nearby construction-related activities such as embankment construction or excavation operations. Three-dimensional finite element analyses have been carried out to investigate the response of a single pile when subjected to lateral soil movements. The pile and the soil were modelled using 20-node quadrilateral brick elements with reduced integration. For compatibility between the soil–pile interface elements, 27-node quadrilateral brick elements with reduced integration were used to model the soil around the pile adjacent to the soil–pile interface. A Mohr–Coulomb elastic–plastic constitutive model with large-strain mode was assumed for the soil. The analyses indicate that the behaviour of the pile was significantly influenced by the pile flexibility, the magnitude of soil movement, the pile head boundary conditions, the shape of the soil movement profile and the thickness of the moving soil mass. Reasonable agreement is found between some existing published solutions and those developed herein. Copyright © 2005 John Wiley & Sons, Ltd.
39 citations
TL;DR: In this paper, a Bernoulli/Timoshenko finite beam element on a two-parameter elastic foundation is presented, which is based on the exact solution of the differential equation governing displacements.
39 citations
Cites background or methods from "Foundation analysis and design"
...The elasticity parameters used for the sand were Es 1⁄4 17500 kN/m(2) and m 1⁄4 0:28 [21]....
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...The value ES 1⁄4 17500 kN/m(3) corresponds to thick loose sand [21]....
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TL;DR: In this paper, a geotechnical isolation (GSI) system consisting of Sand-Rubber Mixture (SRM) and geogrid reinforcement is proposed for low-rise buildings.
39 citations
Book•
01 Jan 2000
TL;DR: In this article, the power series method for eigenvalue problems is used for structural analysis of bracing elements. But the power-series method is not suitable for the analysis of planar structures.
Abstract: Introduction. Spatial behaviour. Stability and frequency analyses. Stress analysis: an elementary approach. Stress analysis: an advanced approach. Illustrative example Qualitative and quantitative evaluation. Global critical load ratio. Use of frequency measurements for the structural analysis. Equivalent wall for frames and frame-like planar structures. Test results and accuracy analysis. Evaluation: Design guidelines. Appendix A: Cross-sectional characteristics for bracing elements. Appendix B: The power series method for eigenvalue problems.
39 citations