• 学术搜索
  • 科研智能体
    • Research Labs
    • AI 阅读
    • AI 文库
    • 深度研究
    • 学者亮点
  • 学术资源
    • AI2000
    • 期刊/会议
    • 学者库
    • 学术API
    • 溯源树
    • 数据集
  • 知识沉淀
    • 学术空间
订阅小程序
旧版功能
aminer vip
开通会员低至0.73元/天
一次搞定AI科研
立即登录
  • English
  • 联系方式
    M

    Madan Mohan Malaviya University of Technology

    院校EST. 1962
    2,934论文总数
    2.2万引用总数

    Coordinates: 26°43′50″N 83°26′00″E / 26.73056°N 83.43333°E / 26.73056; 83.43333Madan Mohan Malaviya University of Technology, Gorakhpur (MMMUT) is a university in Gorakhpur.Recently, MMMUT has been accorded the 12 B status by the University Grants Commission. Section 12 B of the UGC Act, 1956 makes the University eligible for receiving the central assistance including UGC assistance.

    论文量&引用量时间轴

    机构学者

    排序
    D.K. Dwivedi
    D.K. Dwivedi
    Department of Nuclear Medicine, All India Institute of Medical Sciences
    论文:180引用:0H-index:0
    Rajesh Kumar Yadav
    Rajesh Kumar Yadav
    J. V. College, CCS. University
    论文:168引用:0H-index:0
    Pooja Lohia
    Pooja Lohia
    Dept Elect & Commun Engn, Madan Mohan Malviya Univ Technol
    论文:153引用:0H-index:0
    Rajeev K. Chauhan
    Rajeev K. Chauhan
    Department of Electronics and Communication Engineering, Madan Mohan Malaviya University of Technology
    论文:139引用:0H-index:0
    Rajesh Kumar Verma
    Rajesh Kumar Verma
    Dept Mech Engn, Harcourt Butler Tech Univ
    论文:73引用:0H-index:0
    Jin-Ook Baeg
    Jin-Ook Baeg
    Division of Green Chemistry and Engineering Research, Korea Research Institute of Chemical Technology
    论文:72引用:0H-index:0
    Rajendra Kumar Dwivedi
    Rajendra Kumar Dwivedi
    MMMUT
    论文:70引用:0H-index:0
    Vinay Bhushan Chauhan
    Vinay Bhushan Chauhan
    Dept Civil Engn, Madan Mohan Malaviya Univ Technol
    论文:60引用:0H-index:0
    Rakesh Kumar
    Rakesh Kumar
    Department of Computer Science & Engineering, Madan Mohan Malaviya University of Technology Gorakhpur
    论文:53引用:0H-index:0

    论文(2934)

    年份
    起
    –
    止
    排序
    1Stability of Shallow Foundations above a Circular Tunnel in Soil Mass under Eccentric Loading: an Integrated AFELA–ANN Approach
    Abhishek Mishra, Piyush Kumar, Anupam Kumar Singh

    This study evaluates stability of a shallow foundation (width, B) resting above a circular subsurface tunnel in cohesive–frictional soil under eccentric loading using Finite Element Limit Analysis (FELA). The analysis is performed with respect to the key parameters: tunnel depth (N/B), horizontal tunnel offset (M/B), load eccentricity (e/B), effective friction angle (φ′), and unit weight influence parameter (γB/c′). The non-dimensional stability number (Ns) is adopted to characterize foundation response, while the stability reduction index (SRI) and corresponding failure mechanisms quantify tunnel–foundation interaction. The results indicate that, most critical condition occurs at M/B = 0 for N/B = 1, where Ns = 0.4–0.6 and SRI reaches 93–95%, with significant interaction within − 3.5 < M/B < +3.5. As N/B increases to 2 and 2.5, the critical horizontal band contracts to − 2.5 < M/B < +2.5 and − 1.5 < M/B < +1.5, respectively. Increasing N/B from 1 to 2.5 raises Ns from approximately 3.0 to nearly 10.5 under concentric loading, while SRI decreases from about 80% to 35–40%. Increasing eccentricity to e/B = 0.4 reduces SRI to nearly 10%, although Ns decreases due to eccentric loading. At N/B = 1; M/B = 0, Ns decreases from about 1.6 to nearly 0.6 with increasing γB/c′, whereas Ns increases from 0.5 to 1.7 at the same alignment with increasing φ′. Failure mechanisms shift from punching to general shear with increasing tunnel depth and offset. An artificial neural network model predicts Ns with high accuracy, achieving coefficient of determination (R2) of 0.9819.

    2027Computers and Geotechnics(2027)
    引用
    AI阅读
    加入学术空间
    2Exploring the Photovoltaic Performance of FAPbI3 and FASnI3 Perovskite Solar Cells Through Comprehensive Comparative Analysis
    Nikita Rai, Yashwant Kumar Singh, D. K. Dwivedi,Manish Kumar,Pooja Lohia, Sagar Bhattarai

    The perovskite solar cells (PSCs) are one of the highly prospective approaches towards solving the energy crisis around the world and utilizing sunlight to generate electricity. Such renewable and abundant energy is a way of moving toward sustainable development in order to reduce dependency on fossil fuels, promote environmental conservation, and enhance long-term energy stability. Although Pb-based PSCs show excellent efficiencies, their intrinsic toxicity raises great concern from a sustainability perspective. Despite this, Sn-based perovskites present an eco-friendly alternative, though their stability and efficiency remain comparatively lower. This work has been undertaken to systematically examine and compare the performance of Sn and Pb-based PSCs with the purpose of elucidating the fundamental causes of their contrasting photovoltaic behavior. The present article comprehensively examines the comparative modeling and performance optimization of two device configurations: FTO /TiO2 /FAPbI3 /Spiro-OMeTAD /Au (PSC1) and FTO/TiO2/FASnI3/Spiro-OMeTAD/Au (PSC2) with the help of SCAPS-1D software. The investigation involves various optimizations such as active layer thickness, bulk defect density (Nt), shallow acceptor density (NA), internal resistances, and work function to maximize the output of each cell. After optimization, the output parameters achieved for PSC1 include JSC of 26.74 mA/cm2, VOC of 1.31 V, FF of 89.37

    2026Journal of Inorganic and Organometallic Polymers and Materials(2026)引用:52
    引用
    AI阅读
    加入学术空间
    3A Systematic Review on Advancements in Malware Detection Using Artificial Intelligence Frameworks
    Attiuttama, Sanjay Kumar Sharma, Satya Prakash Yadav

    In the existing Scenario, threats are getting larger as a consistent cybersecurity problem, which attacks computer systems, handheld devices, and ubiquitous networks. The current generation of highly critical malware has also surpassed the traditional detection methods in various aspects such as accuracy, flexibility and resilience to the original attack methods. The given research is a systematic literature review of threat detection aiming to examine the literature published since 2015 to 2025 to assess the current status of the field of research and categorize the main issues or possible directions of further research that warrant further research. A new taxonomic system of discovery modes depending on deep learning and machine learning is proposed, which is viewed by datasets, feature extaction systems and algorithmic categorizers. Moreover, it gives some discussion of experimental bias that has a major influence on the performance of malware detection and defines critical measures of effectiveness to evaluate the effectiveness, and certain undefined research problems. This paper introduces possibilities of improving detection method and creates insights on plausible solutions and future research directions. Lastly, the current paper discusses the anomalies that may be experienced in digital twin and how to identify.

    2026SN Computer Science(2026)引用:47
    引用
    AI阅读
    加入学术空间
    4Impact of Dynamic Compaction on Soil-Concrete Interface Friction in Low-Compressibility Silt: A CPT-Based Analysis
    Padmsen Shubham, Sneha Gupta, Sathish Kumar Palaniappan

    Dynamic compaction is widely employed as a ground improvement technique; however, its influence on soil–structure interface behaviour is rarely incorporated into design practice. In particular, limited attention has been given to how dynamic compaction–induced densification may influence soil-concrete interface parameters in low-compressibility silts through indirect assessment methods. This study presents a CPT-based analytical framework to infer changes in soil-concrete interface friction parameters in an ML-type silt deposit subjected to dynamic compaction. Field investigations were conducted before and after dynamic compaction using a custom-fabricated conical tamper, and subsurface conditions were characterized through static cone penetration tests (CPT). Soil friction angles were derived from normalized CPT parameters using established correlations, and corresponding soil–concrete interface friction angles were estimated under an adopted interface reduction factor. Results indicate that dynamic compaction leads to a substantial increase in cone resistance and CPT-inferred soil friction angle within the improved zone. Under the stated reduction framework, these changes propagate analytically to an estimated enhancement in soil–concrete interface shear capacity. The study provides a structured CPT-based inference approach that enables estimation of ground improvement effects on interface parameters in the absence of direct interface shear testing.

    2026Geotechnical and Geological Engineering(2026)引用:41
    引用
    AI阅读
    加入学术空间
    5Dimensional Synergy for Next-Generation Photovoltaics: High-Performance Dion-Jacobson 2D-3D Perovskite Solar Cells
    Akash Anand Verma, D. K. Dwivedi

    Solar energy is one of the most promising renewable sources for sustainable electricity generation, and perovskite solar cells (PSCs) have emerged as a highly efficient photovoltaic technology. However, conventional PSCs often suffer from stability issues and environmental concerns associated with lead-based materials. In this work, a hybrid Dion–Jacobson (DJ) 2D–3D perovskite solar cell architecture is numerically investigated using the SCAPS-1D simulation platform. The proposed device structure (Au/SrCu2O2/PEDA/BaZr0.96Ti0.04S3/SnS2/FTO) incorporates a DJ-phase PEDA layer as a 2D interfacial material and a lead-free chalcogenide perovskite BaZr0.96Ti0.04S3 absorber to enhance device stability and performance. A systematic parametric optimization of transport layers, absorber thickness, acceptor density, and operating temperature is performed to understand their influence on photovoltaic performance. The optimized device exhibits a maximum power conversion efficiency (PCE) of 31.98

    2026Journal of Materials Science Materials in Electronics(2026)引用:40
    引用
    AI阅读
    加入学术空间
    立即登录,查看全部 2934 篇论文

    合作机构(100)

    瓦拉纳西印度大学合作论文 63
    Harcourt Butler Technical University合作论文 62
    昌迪加尔大学合作论文 52
    莫蒂拉尔·尼赫鲁国家理工学院阿拉哈巴德合作论文 51
    印度理工学院合作论文 47
    印度科学研究所合作论文 44
    沙特国王大学合作论文 39
    韩国化学技术研究所合作论文 37
    Sardar Vallabhbhai National Institute of Technology, Surat合作论文 35
    Galgotias College of Engineering and Technology合作论文 26

    机构统计