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    Multivariate Adaptive Regression Spline Ensembles for Management of Multilayered Coastal Aquifers 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 009
    Author(s): Dilip Kumar Roy; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: Application of multivariate adaptive regression spline ensembles (En-MARS) in a coupled simulation-optimization methodology to derive multiple-objective optimal groundwater extraction strategies for a multilayered coastal ...
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    Adaptive Management of Coastal Aquifers Using Entropy-Set Pair Analysis–Based Three-Dimensional Sequential Monitoring Network Design 

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Dilip Kumar Roy; Bithin Datta
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional compliance monitoring network design methodology is presented to develop an adaptive and sequentially modified management policy that intends to improve optimal and justifiable use of groundwater resources ...
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    Influence of Sea Level Rise on Multiobjective Management of Saltwater Intrusion in Coastal Aquifers 

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author(s): Roy Dilip Kumar;Datta Bithin
    Publisher: American Society of Civil Engineers
    Abstract: This study demonstrates the influence of climate change-induced sea level rise on multiobjective saltwater intrusion management strategies in coastal aquifers. Three metamodels were developed from the solutions of a numerical ...
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    Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Anasua GuhaRay; Dilip Kumar Baidya
    Publisher: American Society of Civil Engineers
    Abstract: The stability of geotechnical earth structures is often affected by associated uncertainties present in geotechnical parameters, if they are not properly accounted for. The present paper aims at quantifying these uncertainties ...
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    Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Anasua GuhaRay; Dilip Kumar Baidya
    Publisher: American Society of Civil Engineers
    Abstract: The stability of geotechnical earth structures is often affected by associated uncertainties present in geotechnical parameters, if they are not properly accounted for. The present paper aims at quantifying these uncertainties ...
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    Reliability-Based Analysis of Cantilever Sheet Pile Walls Backfilled with Different Soil Types Using the Finite-Element Approach 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author(s): Anasua; GuhaRay; Dilip Kumar; Baidya
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents an analytical study of a cantilever sheet pile wall considering the effects of uncertainty of soil properties. The failure probability (
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    Discussion of “Analytical Solutions for Advection-Dispersion Equations with Time-Dependent Coefficients” by Baoqing Deng, Fei Long, and Jing Gao 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 008:;page 07020012-1
    Author(s): Dilip Kumar Jaiswal; Atul Kumar; Naveen Kumar
    Publisher: ASCE
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    Effect of Spatial Variability of Soil Properties on Bearing Capacity of Strip Footing under Fuzzy Uncertainty 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 008 ):;issue: 001:;page 04021076
    Author(s): Rajarshi Pramanik; Dilip Kumar Baidya; Nirjhar Dhang
    Publisher: ASCE
    Abstract: The present study investigates the effect of spatial variability of soil parameters on the probability of failure of strip footings against bearing pressure resting on a homogeneous and two-layered soil system. The uncertain ...
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    Dynamic Analysis of Pile Foundation Embedded in Homogeneous Soil Using Cone Model 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Pal Amar Sankar;Baidya Dilip Kumar
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic analysis of single and group piles under vertical vibration is carried out in this paper using the cone model to investigate the effect of different parameters on the response of single and group piles. Using a ...
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    Design and Analysis of a Novel Lightweight, Energy Economic Powered Knee Orthotic Device 

    Source: Journal of Medical Devices:;2019:;volume( 013 ):;issue: 003:;page 31003
    Author(s): Sahoo, Saikat; Jain, Aditya; Pratihar, Dilip Kumar
    Publisher: American Society of Mechanical Engineers (ASME)
    Abstract: The task of a powered knee orthotic device (PKOD) is to assist the knee joint so that its natural behavior can be restored. The key features of a PKOD that may help to regain such characteristics are low power consumption, ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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