Titlebook: Numerical Analysis of Nonlinear Coupled Problems; Proceedings of the 1 Hany Shehata,Youssef Rashed Conference proceedings 2018 Springer Int

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A Suggested Model Using Quantitive and Qualitative Parameters for Cost Engineering of Mechanically te to the understanding by Professionals and the layman on the merits of MSEW Technology, to maintain and promote the body of knowledge and state of the art of MSEW technology. The specific examples of geogrid soil reinforcement, concrete cladding panels, concrete block and steel mesh baskets used i

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Influence of Asphalt Mixture Ageing and Lowered Laboratory Compaction Rate on Stiffness and Crackintemperatures (0 °C, 15 °C and 30 °C) and crack propagation test at 0 °C. The properties were always determined for virgin (unaged) as well as aged test specimens. The ageing indexes were calculated for both of the characteristics discussed in this paper.

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Comparative Analysis of a Deep Excavation in a Clays Sequence in Bogota City, with an Emphasis on Fstruction of three basements and piles of 40 m length to deep friction work under the structure of the building. Measurements lasted about sixteen months. In the research, it was found that the general behavior of predicted deformation is not consistent with the measured deformations. Mainly, due to

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Numerical Check of the Meyerhof Bearing Capacity Equation for Shallow Foundations, capacity factors and shape factors, a large number of finite element calculations of strip and circular footings have been made. These calculations proof that for some cases there are also a few other failure mechanisms possible. Also the currently used bearing capacity factors and shape factors ar

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