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    Reliability Analysis of Modern Geotechnical Codes for the Limit State Design of Sheet Pile Structures Considering Parameter Uncertainties 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003:;page 06021038
    Author(s): Álvaro J. Mattos
    Publisher: ASCE
    Abstract: In this paper, the limit-state and direct probability-based design responses of modern geotechnical codes are characterized according to parametric analyses of geotechnical uncertainty. The reliability levels (β) of the ...
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    Reliability Comparative Analysis of Codes for the Design of Cantilever Sheet Pile Walls: Basis for Studying the Principles of International Standards 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005:;page 04021064-1
    Author(s): Álvaro J. Mattos; Juan C. Viviescas; Juan P. Osorio
    Publisher: ASCE
    Abstract: In geotechnical engineering, the design of cantilever sheet pile walls is one of the most important and complex tasks due to the use of different limit equilibrium design methodologies to estimate the depth of embedment. ...
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