Download PDF by Jian Zhao: Advances in discontinuous numerical methods and applications

By Jian Zhao

ISBN-10: 0203114426

ISBN-13: 9780203114421

ISBN-10: 0415684048

ISBN-13: 9780415684040

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Read Online or Download Advances in discontinuous numerical methods and applications in geomechanics and geoengineering : proceedings of the 10th International Conference on Advances in discontinuous numerical methods and applications in geomechanics and geoengineering, ICADD, H PDF

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Extra info for Advances in discontinuous numerical methods and applications in geomechanics and geoengineering : proceedings of the 10th International Conference on Advances in discontinuous numerical methods and applications in geomechanics and geoengineering, ICADD, H

Example text

Discrete element concepts and methods have expanded considerably in recent years to a multitude of fields in science and engineering, where many related numerical techniques were developed for specific purposes. Discontinuous Deformation Analysis (DDA), Manifold Method (NMM), Discrete-Finite Elements (DFEM), Non-Smooth Contact Dynamics (NCSD), Molecular Dynamics (MD) and others methods, to be found in the proceedings of this conference orin the technical literature, all share the common concept of a “discontinuum”.

48(1): 72–88. Gimenes, E. & Fernandez, G. 2006. Hydromechanical analysis of flow behavior in concrete gravity dam foundations. Can. Geotech. , 43: 244–259. A. V. 1988. Formulation of a three-dimensional distinct element model—Part II: Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks. Int. J. Rock Mech. Min. , 25: 117–125. Itasca 2007. 1, Minneapolis, Minnesota. Itasca 2008a. 0, Minneapolis, Minnesota. indb 28 12/21/2011 3:12:18 PM Itasca 2008b.

Indb 35 12/21/2011 3:12:22 PM Figure 6. Horizontal acceleration of the base block. Figure 7. The result of Myo-ken slope with the viscous boundary dampers after 15 second. damper case. The results are good to the observations at the site of the with dampers case. Figure 7 shows the result of Myo-ken slope with the viscous boundary dampers after 15 seconds and the after remedial design. indb 36 12/21/2011 3:12:23 PM where, Δu : incremental displacement, K e : stiffness matrix of linear term, Δt : time increment, ρ0 and ρc: the density before and after deformation, ΔF force of a block.

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Advances in discontinuous numerical methods and applications in geomechanics and geoengineering : proceedings of the 10th International Conference on Advances in discontinuous numerical methods and applications in geomechanics and geoengineering, ICADD, H by Jian Zhao


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