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    Model to Design QA/QC Programs for Geomembrane Liner Seams 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: Geomembrane liners are a common component in waste containment systems. Their performance is directly related to the quality of seams in the liner. The objective of this paper is to develop a probabilistic model of geomembrane ...
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    Viewpoint: Think Before Testing 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;1997:;Volume ( 001 ):;issue: 003
    Author(s): Robert B. Gilbert
    Publisher: American Society of Civil Engineers
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    Calibration of Load and Resistance Factors of API RP 2A-LRFD, Second Edition, for Fixed Offshore Platforms 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020339-1
    Author(s): Jinbo Chen; Robert B. Gilbert
    Publisher: ASCE
    Abstract: Fixed offshore platforms in the Gulf of Mexico (GoM) are traditionally designed following the working stress design (WSD) format, that is, the factor of safety approach. In 1993, the first reliability-based design standard ...
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    Importance of Lower-Bound Capacities in the Design of Deep Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Shadi S. Najjar; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: There is generally a physical limit to the smallest possible capacity for a deep foundation. However, a lower bound on the capacity has rarely been accounted for in performing reliability analyses and developing reliability-based ...
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    Analytical Method for Designing and Analyzing 1D Search Programs 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Travis C. McGrath; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: Investigation programs are intended to reduce uncertainty in site conditions that impact design performance. However, existing theoretical tools for assessing uncertainty reduction, such as Bayes' theorem, have seen limited ...
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    Development, Implementation, and Preliminary Assessment of Virtual Laboratory 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Stephanie E. Yarbrough; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: An interactive, multimedia-based set of computer modules has been created for use in Probability and Statistics for Civil Engineers—an undergraduate course. The modules comprise a new laboratory that was implemented for ...
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    Calibration of Flow and Transport Model with a Bench-Scale Prefabricated Vertical Drain Remediation System 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Andrea L. Welker; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: Two experiments were undertaken to study the effectiveness of a remediation system that utilizes prefabricated vertical drains (PVDs). The results of these experiments were evaluated using a Bayesian decision framework. ...
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    Discussion of “<i>Model Uncertainty Representation in Geotechnical Reliability Analyses</i>” by Knut O. Ronold and Peter Bjerager (March, 1992, Vol. 118, No. 3) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Wilson H. Tang; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
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    Closure to “Shear Strength of Reinforced Geosynthetic Clay Liner” by Robert B. Gilbert, Federico Fernandez, and David W. Horsfield 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Robert B. Gilbert; Federico Fernandez; David W. Horsfield
    Publisher: American Society of Civil Engineers
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    Uncertainty in Back Analysis of Slopes: Kettleman Hills Case History 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Robert B. Gilbert; Stephen G. Wright; Eric Liedtke
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical approach is described for back analysis to determine shear strengths from slope failures. This approach systematically accounts for uncertainties encountered in practice, including uncertainties in empirical ...
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