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    Probabilistic Approach to Differential Settlements of Tripod Platform 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model for evaluation of differential settlements of a tripod platform founded on a clay deposit is formulated based on conventional methods for prediction of consolidation settlements. The model accounts ...
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    Probabilistic Consolidation Analysis with Model Updating 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model for one‐dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. The model accounts ...
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    Reliability Analysis of Tension Pile 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model for analysis of the pullout capacity for a tension pile installed in clay is formulated, based on conventional methods for prediction of the axial capacity of a pile, the pile forms a part of the ...
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    Reliability-Based Optimization of Design Code for Tension Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: A reliability-based calibration of a design code for offshore tension pile foundations in clay is presented by an example. The design against pullout in ultimate loading is considered. The calibration is performed by means ...
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    Sensitivity Measures in Nested Reliability Analyses 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: An introduction is given to the concept of nested reliability analyses in structural engineering. This concept is useful for the reliability assessment of structures subjected to time‐varying loading conditions. The ...
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    Random Field Modeling of Foundation Failure Modes 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Knut O. Ronold
    Publisher: American Society of Civil Engineers
    Abstract: Two different models for reliability analyses of foundation failure problems are presented, one where only average soil‐strength properties are modeled, and one where the soil strength is represented more accurately as a ...
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    Model Uncertainty Representation in Geotechnical Reliability Analyses 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Knut O. Ronold; Peter Bjerager
    Publisher: American Society of Civil Engineers
    Abstract: An adequate representation of model uncertainties is important for reliability analyses based on geotechnical analysis models of unknown credibility. A procedure is outlined for calibration of the probability distribution ...
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    Probabilistic Stability Analysis for Deep‐Water Foundation 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Knut O. Ronold; Steinar Bysveen
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model for stability analysis of a deep‐water, gravity‐ based platform foundation on clay is defined, based on theory for wave loading in conjunction with conventional shear surface considerations. An advanced ...
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    Criteria for Cost Effectiveness of Safety Measures 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 001:;page 129
    Author(s): Rolf Skjong; Knut O. Ronold
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper demonstrates that a simple method exists, by which easily accessible information aggregated in national statistics can be used to derive acceptance criteria for use in cost effectiveness ...
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