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    Ultimate Lateral Resistance to Piles in Cohesionless Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Lianyang Zhang; Francisco Silva; Ralph Grismala
    Publisher: American Society of Civil Engineers
    Abstract: Several methods are available for predicting the ultimate lateral resistance to piles in cohesionless soils. However, these methods often produce significantly different ultimate resistance values. This makes it difficult ...
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    Closure to “Ultimate Lateral Resistance to Piles in Cohesionless Soils” by Lianyang Zhang, Francisco Silva, and Ralph Grismala 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Lianyang Zhang; Francisco Silva; Ralph Grismala
    Publisher: American Society of Civil Engineers
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    Bayesian Rating Curve Modeling: Alternative Error Model to Improve Low-Flow Uncertainty Estimation 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 005
    Author(s): Rodrigo Garcia; Veber Costa; Francisco Silva
    Publisher: ASCE
    Abstract: The estimation of hydrometric rating curves uncertainty has constituted an active topic of research on hydrology. In this regard, the BaRatin inference framework, which estimates rating curves on the basis of prior hydraulic ...
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    Closure to “Probability and Risk of Slope Failure” by F. Silva, T. W. Lambe, and W. A. Marr 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Francisco Silva; T. William Lambe; W. Allen Marr
    Publisher: American Society of Civil Engineers
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    Reliability Analysis of Marine Platforms Subject to Fatigue Damage for Risk Based Inspection Planning 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 004:;page 41001
    Author(s): Ernesto Heredia-Zavoni; Francisco Silva-González; Roberto Montes-Iturrizaga
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The probability of failure of steel jacket platforms subjected to fatigue damage is computed by means of Monte Carlo simulations using limit state functions in which wave, wind, and deck ...
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    Probability and Risk of Slope Failure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Francisco Silva; T. William Lambe; W. Allen Marr
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to demystify the use of risk assessment as a decision management tool and present a methodology that places quantitative risk assessment within reach of every geotechnical engineer, even for routine engineering ...
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