Titlebook: Geohazards; Proceedings of IGC 2 Madhavi Latha Gali,P. Raghuveer Rao Conference proceedings 2021 Springer Nature Singapore Pte Ltd. 2021 Ge

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https://doi.org/10.1007/978-3-663-14462-5iability index . for different realizations over the dam geometry. The reliability index . thus estimated shows that the dam is stable and safe from slope failure point of view under different seepage loadings.

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Hans-Joachim Spanger,Lothar Brockwall. Midas is used to do FEM modeling of the problem. The wall is analyzed under static and seismic loading conditions. A detailed sensitivity analysis is carried out to understand the displacements of wall.

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Die magische Welt der Beratung, static and dynamic case with and without embedment effects are considered. In the foundation design, uncertainties in SSI are also accounted. The results obtained for various aspects mentioned above have been discussed.

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Multivariate Adaptive Regression Spline Based Reliability Analysis of Stability of Durgawati Eartheiability index . for different realizations over the dam geometry. The reliability index . thus estimated shows that the dam is stable and safe from slope failure point of view under different seepage loadings.

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Behavior of Reinforced Retaining Wall Against Railway Embankment Using Midas Under Static and Seismwall. Midas is used to do FEM modeling of the problem. The wall is analyzed under static and seismic loading conditions. A detailed sensitivity analysis is carried out to understand the displacements of wall.

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Analysis of Retaining Wall in Static and Seismic Condition with Inclusion of Geofoam Using Plaxis 2all. Parametric study of retaining wall has been done by changing various densities of EPS geofoam and thickness. This study shows that inclusion of EPS geofoam reduces the pressure on retaining wall in static as well as seismic condition.

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