Raushan Kumar Singh

Mr. Raushan Kumar Singh

GLA University, Mathura, India
orcid

Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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15 December 2023 in Soil Dynamics and Earthquake Engineering
Verified
Journal Article
Closed access
SGSufyan Ghani
Sufyan Ghani
SSSanjog Chhetri Sapkota
Sanjog Chhetri Sapkota
RSRaushan Kumar Singh
Raushan Kumar Singh
ABAbidhan Bardhan
Abidhan Bardhan
Panagiotis G. AsterisPanagiotis G. Asteris
Panagiotis G. Asteris

11 July 2023 in Mathematics
Verified
Journal Article
Open access
PDF file
ABABIDHAN BARDHAN
ABIDHAN BARDHAN
RSRaushan Kumar Singh
Raushan Kumar Singh
SGSufyan Ghani
Sufyan Ghani
GKGerasimos Konstantakatos
Gerasimos Konstantakatos
Panagiotis G. AsterisPanagiotis G. Asteris
Panagiotis G. Asteris
The criteria for measuring soil compaction parameters, such as optimum moisture content and maximum dry density, play an important role in construction projects. On construction sites, base/sub-base soils are compacted at the optimal moisture content to achieve the desirable level of compaction, generally between 95% and 98% of the maximum dry density. The present technique of determining compaction parameters in the laboratory is a time-consuming task. This study proposes an improved hybrid intelligence paradigm as an alternative tool to the laboratory method for estimating the optimum moisture content and maximum dry density of soils. For this purpose, an advanced version of the grey wolf optimiser (GWO) called improved GWO (IGWO) was integrated with an adaptive neuro-fuzzy inference system (ANFIS), which resulted in a high-performance hybrid model named ANFIS-IGWO. Overall, the results indicate that the proposed ANFIS-IGWO model achieved the most precise prediction of the optimum moisture content (degree of correlation = 0.9203 and root mean square error = 0.0635) and maximum dry density (degree of correlation = 0.9050 and root mean square error = 0.0709) of soils. The outcomes of the suggested model are noticeably superior to those attained by other hybrid ANFIS models, which are built with standard GWO, Moth-flame optimisation, slime mould algorithm, and marine predators algorithm. The results indicate that geotechnical engineers can benefit from the newly developed ANFIS-IGWO model during the design stage of civil engineering projects. The developed MATLAB models are also included for determining soil compaction parameters.

5 September 2023 in Mathematics
Verified
Journal Article
Open access
PDF file
SKSumit Kumar
Sumit Kumar
SCShiva Shankar Choudhary
Shiva Shankar Choudhary
ABAVIJIT Burman
AVIJIT Burman
RSRaushan Kumar Singh
Raushan Kumar Singh
ABABIDHAN BARDHAN
ABIDHAN BARDHAN
Panagiotis G. AsterisPanagiotis G. Asteris
Panagiotis G. Asteris
In the past, numerous stratovolcanoes worldwide witnessed catastrophic flank collapses. One of the greatest risks associated with stratovolcanoes is a massive rock failure. On 18 May 1980, we witnessed a rock slope failure due to a volcano eruption, and a 2185.60 m high rock slope of Mount St. Helens was collapsed. Thus, from the serviceability perspective, this work presents an effective computational technique to perform probabilistic analyses of Mount St. Helens situated in Washington, USA. Using the first-order second-moment method, probability theory and statistics were employed to map the uncertainties in rock parameters. Initially, Scoops3D was used to perform slope stability analysis followed by probabilistic evaluation using a hybrid computational model of artificial neural network (ANN) and firefly algorithm (FF), i.e., ANN-FF. The performance of the ANN-FF model was examined and compared with that of conventional ANN and other hybrid ANNs built using seven additional meta-heuristic algorithms. In the validation stage, the proposed ANN-FF model was the best-fitted hybrid model with R2 = 0.9996 and RMSE = 0.0042. Under seismic and non-seismic situations, the reliability index and the probability of failure were estimated. The suggested method allows for an effective assessment of the failure probability of Mount St. Helens under various earthquake circumstances. The developed MATLAB model is also attached as a supplementary material for future studies.

13 August 2024 in International Journal of Information Technology
Verified
Journal Article
Closed access
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LELekhraj
Lekhraj
RSRaushan Kumar Singh
Raushan Kumar Singh
SUSachin Upadhyay
Sachin Upadhyay
VTVatsya Tiwari
Vatsya Tiwari
SSSanjiv Kumar Singh
Sanjiv Kumar Singh

18 February 2021 in Wireless Personal Communications
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Journal Article
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RSRaushan Kumar Singh
Raushan Kumar Singh
MKMukesh Kumar
Mukesh Kumar

17 November 2022 in Applied Sciences
Verified
Journal Article
Open access
PDF file
RSRaushan Kumar Singh
Raushan Kumar Singh
PSPradeep Kumar Singh
Pradeep Kumar Singh
JSJuginder Pal Singh
Juginder Pal Singh
ASakhilesh kumar singh
akhilesh kumar singh
Seshathiri DhanasekaranSeshathiri Dhanasekaran
Seshathiri Dhanasekaran
The most popular method collaborative filter approach is primarily used to handle the information overloading problem in E-Commerce. Traditionally, collaborative filtering uses ratings of similar users for predicting the target item. Similarity calculation in the sparse dataset greatly influences the predicted rating, as less count of co-rated items may degrade the performance of the collaborative filtering. However, consideration of item features to find the nearest neighbor can be a more judicious approach to increase the proportion of similar users. In this study, we offer a new paradigm for raising the rating prediction accuracy in collaborative filtering. The proposed framework uses rated items of the similar feature of the ’most’ similar individuals, instead of using the wisdom of the crowd. The reliability of the proposed framework is evaluated on the static MovieLens datasets and the experimental results corroborate our anticipations.