New PDF release: Applications of Computational Mechanics in Geotechnical

By Luís Ribeiro e Sousa, M.M. Fernandes, Eurípedes Vargas Jr., Robero Azevedo

ISBN-10: 041543789X

ISBN-13: 9780415437899

Geotechnical works contain advanced geo-engineering concerns, that are reviewed during this quantity offering the very most modern study and perform in computational mechanics in geotechnical engineering. program of Computational Mechanics in Geotechnical Engineering V contains contributions on soil and rock excavations, underground buildings and flooring reinforcement; and at the development of dams, embankments and rail tune. different papers contemplate the geomechanics of oil exploration and rock mechanics in mining; whereas environmental contributions contain groundwater administration. quite a lot of methodologies are mentioned: inversed methodologies, man made intelligence and computational structures, which spotlight destiny tendencies within the zone of computational mechanics utilized to geotechnical difficulties. The e-book could be of curiosity to researchers, teachers, scholars, software program builders, and functional engineers around the box of geotechnics.

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Extra info for Applications of Computational Mechanics in Geotechnical Engineering V: Proceedings of the 5th International Workshop, Guimaraes, Portugal 1-4 April ... in Engineering, Water and Earth Sciences)

Example text

8%). Figure 14 shows the deformed meshes and it is remarkable that such a close agreement is found in respect to the shear band formation. Figure 15 illustrates the plastic points at failure for the homogenized model in the two different materials (these results agree well with the layered model). The plastic points of the different materials are not shown in a single picture because different scales are used. The inelastic behavior of the weak material close to the bottom support is substantially larger than the diagonal shear failure.

The application, developed with Visual Basic for Applications within AutoCAD (ActiveX and VBA 1999), extracts the geometric data and pre-processes it. Complementary data is added such as volumetric weight, block thickness (typically 1 m for 2D geotechnical problems), friction coefficient and compressive strength. The limit analysis is done within the modeling environment GAMS (GAMS, 1998), which allows the user to develop large and complex mathematical programming models, and solve them with state of the art routines.

8: 317–332. de Borst, R. 1993. A generalisation of J2-flow theory for polar continua, Comp. Meth. Appl. Mech. Engng. 103: 347–362. C. & Tin-Loi, F. 2001. Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints. International Journal of Mechanical Sciences 43: 209–224. G. & Krahn J. 1977. Comparison of slope stability methods of analysis. Canadian Geotechnical Journal 14 (3): 429–439. GAMS A user’s guide. 1998. , Raman, R. E. pdf. M. 1982. Equivalent elastic moduli of a rock mass consisting of orthorhombic layers.

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Applications of Computational Mechanics in Geotechnical Engineering V: Proceedings of the 5th International Workshop, Guimaraes, Portugal 1-4 April ... in Engineering, Water and Earth Sciences) by Luís Ribeiro e Sousa, M.M. Fernandes, Eurípedes Vargas Jr., Robero Azevedo


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