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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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    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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