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    Stochastic Finite-Element Approach to Quantify and Reduce Uncertainty in Pollutant Transport Modeling 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2011:;Volume ( 015 ):;issue: 003
    Author(s): Mohaddeseh Mousavi Nezhad; Akbar A. Javadi
    Publisher: American Society of Civil Engineers
    Abstract: One of the important issues in simulation of contaminant transport in the subsurface is how to quantify the hydraulic properties of soil that are randomly variable in space because of soil heterogeneity. Stochastic approaches ...
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    Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022002
    Author(s): Guotao Ma; Mohammad Rezania; Mohaddeseh Mousavi Nezhad
    Publisher: ASCE
    Abstract: In landslide analysis, reliable prediction of landslide’s influence zone is significantly difficult due to the inherent heterogeneity of soils and their spatially varying geological properties. In this paper, a probabilistic ...
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    Modeling Pile Setup in Natural Clay Deposit Considering Soil Anisotropy, Structure, and Creep Effects: Case Study 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Mohammad Rezania; Mohaddeseh Mousavi Nezhad; Hossein Zanganeh; Jorge Castro; Nallathamby Sivasithamparam
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of a numerical investigation of the behavior of a natural soft clay deposit under the installation of a case study pile. The case study problem included installation of an instrumented ...
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