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krabbenhoft j 2020 optum computational engineering  (Optum Inc)

 
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    Optum Inc krabbenhoft j 2020 optum computational engineering
    Krabbenhoft J 2020 Optum Computational Engineering, supplied by Optum Inc, used in various techniques. Bioz Stars score: 86/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
    https://www.bioz.com/product/computer+engineering/2020+computational+engineering+j+krabbenhoft+optum/pm41936632-288-9-12
    Average 86 stars, based on 1 article reviews
    krabbenhoft j 2020 optum computational engineering - by Bioz Stars, 2026-10
    86/100 stars

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    Software:

    Article Title: Fully Stochastic Seepage Analysis through Spatially Randomly Distributed Embankment Dams
    Article Snippet: Spatial random field applications of soil properties integrated with finite element modeling tools are substantial in civil engineering to delineate stochastic characteristics of system responses that reflect real site conditions due to uncertainty.. This research combines a random finite element model of a homogeneous hypothetical embankment dam’s hydraulic conductivity in the x and y directions and a stochastic upstream reservoir head on the upstream boundary.. Statistical parameters of random hydraulic conductivities (mean, coefficient of variation, and horizontal–vertical scale of fluctuation) and probability distribution characteristics of stochastic boundary conditions are derived from available literature.

    Article Title: Upper-Bound Stability Analysis of Cracked Embankment Slopes with Inclined Interlayers Subject to Pore Water Pressure
    Article Snippet: .. To establish a failure mechanism for embankments with inclined interlayers under the combined influence of slope crest cracking and pore water pressure, the finite element limit analysis (FELA) numerical simulation software Optum G2 (v2.2019.02.12) was employed to construct the embankment model shown in Figure 1, where the groundwater level is positioned at the embankment slope crest. ..

    Article Title:
    Article Snippet: .. Headache Impact Test (HIT-6) The scoring of the HIT-6 total score will be performed using the Optum Scoring Software. ..

    Article Title: Effective height based interaction surface approach for the seismic design of shallow foundations resting on homogeneous slopes
    Article Snippet: Despite being seismically vulnerable, foundations on slopes continue to be designed using the bearing capacity equation meant for shallow foundations resting on flat ground.. While some bridge design specifications specify reduction factors for the estimation of bearing capacity of shallow foundations on slopes, the loading condition assumed in arriving at these reduction factors is not consistent with the actual field conditions.. The present study highlights the limitations of the current code-based approaches for the seismic design of shallow foundations resting on slopes.

    Article Title: Impact of Random Field Simulations on FEM-Based Earth Slope Reliability
    Article Snippet: This paper compares the probabilistic analysis results of earth slopes using Random Variable (RV) and Random Field (RF) approaches, with a focus on potential differences in the mobilized sliding mass.. The Finite Element Method (FEM) with Shear Strength Reduction (SSR) is utilized to determine Pore Water Pressure (PWP) and the Factor of Safety (FoS).. In the RF approach, random FEM is conducted using “crude” Monte Carlo Simulation (MCS) and the Karhunen–Loève expansion, while the RV approach employs the First-Order Reliability method (FORM) and Importance Sampling Monte Carlo Simulation (IMCS).

    Article Title: Pseudo-static analysis of tunnel face stability using the Mohr-Coulomb strength criterion
    Article Snippet: .. The authors are very grateful to Optum Computational Engineering (Optumce) for providing an academic license of OptumG2 software. ..

    Generated:

    Article Title: Fully Stochastic Seepage Analysis through Spatially Randomly Distributed Embankment Dams
    Article Snippet: Spatial random field applications of soil properties integrated with finite element modeling tools are substantial in civil engineering to delineate stochastic characteristics of system responses that reflect real site conditions due to uncertainty.. This research combines a random finite element model of a homogeneous hypothetical embankment dam’s hydraulic conductivity in the x and y directions and a stochastic upstream reservoir head on the upstream boundary.. Statistical parameters of random hydraulic conductivities (mean, coefficient of variation, and horizontal–vertical scale of fluctuation) and probability distribution characteristics of stochastic boundary conditions are derived from available literature.

    Construct:

    Article Title: Upper-Bound Stability Analysis of Cracked Embankment Slopes with Inclined Interlayers Subject to Pore Water Pressure
    Article Snippet: .. To establish a failure mechanism for embankments with inclined interlayers under the combined influence of slope crest cracking and pore water pressure, the finite element limit analysis (FELA) numerical simulation software Optum G2 (v2.2019.02.12) was employed to construct the embankment model shown in Figure 1, where the groundwater level is positioned at the embankment slope crest. ..

    other:

    Article Title: Ultimate bearing capacity of embedded strip footings on rock slopes under inclined loading conditions using adaptive finite element limit analysis.
    Article Snippet: The Hoek–Brown yield criterion has been integrated into the advanced finite element limit analysis (FELA) software, Optum G2 (Optum CE, 2021), which is employed in this study30.



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