Risk Analysis of Earthen Embankment
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newline ABSTRACT
newlineAn earthen embankment is a common type of water-retaining structure that serves the
newlinecommunity in many ways, like storing water for irrigation, water supply, and protecting people
newlinefrom natural disasters like floods. It is a very important engineering structure for which the
newlinesafety and long-term stability must be ensured. There are various uncertainties involved during
newlinethe analysis of any engineering structure. The sources of uncertainties are generally the
newlinevariation of material properties throughout the domain of interest, loadings, estimation
newlineprocedure, mechanical and manual errors, etc. The deterministic analysis does not consider
newlineuncertainties that originate due to various factors such as spatial variability in properties of soil,
newlinemechanical and human measurement errors, etc. The probabilistic analysis considers these
newlineuncertainties during analysis. Therefore, in recent years, probabilistic analysis has become an
newlineintegral part of any design work of engineering structures to establish its success by considering
newlinethe various uncertainties involved in the system. The probabilistic analysis is performed in the
newlinepresent work using Monte Carlo and Subset Simulation methods with UPSS 3.0 module,
newlinedeveloped in an MS-Excel spreadsheet environment. The probabilistic piping analysis and
newlineprobabilistic slope stability analysis results are reported for investigating the safety and longand#65534;term stability of earthen embankment.
newlineIn the present work, the probabilistic piping analyses of an isotropic as well as an
newlineanisotropic earthen embankment have been performed. The piping failure occurs in the
newlineembankment when the seepage velocity exceeds the critical seepage velocity or exit gradient
newlineexceeds the critical hydraulic gradient within the embankment. The hydraulic permeability of
newlinesoil is considered as spatially variable random parameter for performing the probabilistic
newlinepiping analysis. The Markov correlation function is used to establish the correlation of
newlinehydraulic permeability within the emba