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  • Open Access

    ARTICLE

    Task-Specific YOLO Optimization for Railway Tunnel Cracks and Water Leakage: Benchmarking and Lightweight Enhancement

    Yang Lei1,2, Kangshuo Zhu3,4,*, Bo Jiang1, Yaodong Wang3,4, Feiyu Jia1, Zhaoning Wang1, Falin Qi1, Qiming Qu1

    CMC-Computers, Materials & Continua, Vol.87, No.3, 2026, DOI:10.32604/cmc.2026.077314 - 09 April 2026

    Abstract The safe operation of railway systems necessitates efficient and automated inspection of tunnel defects. While deep learning offers solutions, a clear pathway for selecting and optimizing the latest object detectors for distinct defects under strict speed constraints is lacking. This paper presents a two-stage, task-specific framework for high-speed tunnel defect detection. First, this study conducts a comprehensive comparative analysis of state-of-the-art YOLO models (YOLOv5s, YOLOv8s, YOLOv10s, YOLOv11s) on self-constructed datasets. This systematic comparison identifies YOLOv5s as the optimal model for crack detection, achieving an mAP@0.5 of 0.939 at 77.5 FPS, sufficient for inspection at 50… More >

  • Open Access

    ARTICLE

    Transient Dynamic Response and Anti-Seismic Measures of Deep-Buried Composite Lining Tunnels Subject to Blasting SV-Wave Disturbance

    Qunjie Huang1, Yu Huang2, Yangqing Liu2, Qiaoming Guo3, Zhiyun Liu4,*, Haibin Ding4, Lihua Li5

    Structural Durability & Health Monitoring, Vol.20, No.2, 2026, DOI:10.32604/sdhm.2025.073362 - 31 March 2026

    Abstract Based on the theory of wave dynamics, this study systematically derives the steady-state analytical solution for the scattering of plane SV-waves by composite lined tunnels in an infinite space using the wave function expansion method. On this basis, a theoretical calculation model for circular composite linings under blast loading is established. Based on the steady-state analytical solution, the δ(x)-function and the Heaviside step function are introduced to construct the Duhamel integral, transforming the transient wave problem into an integral form. By further incorporating the Fourier integral transform, an analytical solution for the transient response around a… More >

  • Open Access

    ARTICLE

    Numerical Investigation of Support-Induced Upstream Flow Disturbances in a Subsonic-Transonic Wind Tunnel

    Yong Wu1, Zhen Fang1, Bing Wang2,*

    FDMP-Fluid Dynamics & Materials Processing, Vol.22, No.3, 2026, DOI:10.32604/fdmp.2026.073369 - 31 March 2026

    Abstract In wind tunnel experiments, support devices inevitably disturb the surrounding flow field, thereby degrading the accuracy of measured aerodynamic data. A new subsonic and transonic wind tunnel has recently been constructed, and the support system for dynamic six degree of freedom experiments is currently under conceptual design. A key challenge is to optimize the support configuration while satisfying stringent flow quality requirements. In this study, the influence of different support configurations on the flow field is investigated numerically by analyzing velocity and pressure distributions. The results show that the optimized six degree of freedom support… More >

  • Open Access

    ARTICLE

    Nonlinear Seismic Response of Tunnels in Longitudinally Inhomogeneous Strata Subjected to Obliquely Incident SV Waves

    Xiaole Jiang1, Jingqi Huang2,*, Xu Zhao1,*, Wenlong Ouyang3, Xianghui Zhao4

    CMES-Computer Modeling in Engineering & Sciences, Vol.146, No.3, 2026, DOI:10.32604/cmes.2026.078230 - 30 March 2026

    Abstract To address the complex seismic response of long tunnels longitudinally crossing heterogeneous geological formations, this study proposes a three-dimensional SV-wave oblique-incidence input method that accounts for the initial disturbance of the wave field induced by geological heterogeneity. The method transforms equivalent two-dimensional free-field responses into equivalent nodal forces applied at the boundaries of a 3D numerical model. A longitudinally heterogeneous “hard-soft-hard” site and tunnel system is established, in which the surrounding rock is modeled using the Mohr-Coulomb constitutive law, while the concrete lining is described by the concrete damaged plasticity model. The deformation patterns and… More >

  • Open Access

    ARTICLE

    Experimental and Numerical Optimization of Prestressed Anchor Cable Support for In-Situ Large-Span Tunnel Expansion with an Energy Balance Framework

    Ying Zhu1,2, Minghui Hu3, Shengxu Wang1,2, Xiaoliang Dong3,*, Xuewen Xiao1,2, Richeng Liu3, Meng Wang1,2, Zheng Yuan3

    CMES-Computer Modeling in Engineering & Sciences, Vol.146, No.2, 2026, DOI:10.32604/cmes.2026.076381 - 26 February 2026

    Abstract In-situ enlargement of super-large-span tunnels can intensify excavation-induced unloading in the surrounding rock, increasing deformation demand and failure risk during construction. This study combines laboratory model tests with FLAC3D simulations to evaluate the stabilizing role of prestressed anchor cables and to establish an energy-balance framework for support optimization. Comparative model tests of existing and enlarged tunnel sections, with and without anchors, show that reinforcement increases load-carrying capacity, reduces displacement, and confines damage to more localized zones. The numerical simulations reproduce displacement fields, shear-strain localization, and plastic-zone evolution with good agreement against the experimental observations. The energy More >

  • Open Access

    REVIEW

    Melatonin and Mitochondrial Function: Insights into Bioenergetics, Dynamics, and Gene Regulation

    Silvia Carloni1,*, Maria Gemma Nasoni1, Serafina Perrone2, Erik Bargagni1, Carla Gentile3, Walter Manucha4, Russel J. Reiter5, Francesca Luchetti1,*, Walter Balduini1,*

    BIOCELL, Vol.50, No.2, pp. 1-22, 2026, DOI:10.32604/biocell.2025.073776 - 14 February 2026

    Abstract Mitochondria are central regulators of cellular energy metabolism, redox balance, and survival, and their dysfunction contributes to neurodegenerative, cardiovascular, and metabolic diseases, as well as aging. Beyond its role as a circadian hormone, melatonin is now recognized as a key modulator of mitochondrial physiology. This review provides an overview of the mechanisms by which melatonin can preserve mitochondrial function through multifaceted mechanisms. Experimental evidence shows that melatonin enhances the activity of electron transport chain (ETC) complexes, stabilizes the mitochondrial membrane potential (Δψ), and prevents cardiolipin (CL) peroxidation, thereby limiting permeability transition pore (mPTP) opening and… More >

  • Open Access

    ARTICLE

    BIM-Based Visualization System for Settlement Warning in Multi-Purpose Utility Tunnels (MUTs)

    Ping Wu1, Jie Zou2, Wangxin Li1,*, Yidong Xu1

    Structural Durability & Health Monitoring, Vol.20, No.1, 2026, DOI:10.32604/sdhm.2025.070873 - 08 January 2026

    Abstract The existing 2D settlement monitoring systems for utility tunnels are heavily reliant on manual interpretation of deformation data and empirical prediction models. Consequently, early anomalies (e.g., minor cracks) are often misjudged, and warnings lag by about 24 h without automated spatial localization. This study establishes a technical framework for requirements analysis, architectural design, and data-integration protocols. Revit parametric modelling is used to build a 3D tunnel model with structural elements, pipelines and 18 monitoring points (for displacement and joint width). Custom Revit API code integrated real-time sensor data into the BIM platform via an automated… More >

  • Open Access

    ARTICLE

    Study on Flame Shape and Induced Wind Velocity in Inclined Tunnel Fires with One Portal Sealed

    Shengzhong Zhao1, Daiyan Chen1, Han Zhang1,2,*, Junhao Yu1, Lin Xu1, Zhaoyi Zhuang1, Fei Wang1,*

    Frontiers in Heat and Mass Transfer, Vol.23, No.6, pp. 1907-1932, 2025, DOI:10.32604/fhmt.2025.071910 - 31 December 2025

    Abstract A sealed portal could significantly alter the flame shape and smoke flow characteristics in inclined tunnel fires. In inclined tunnels, two typical sealing conditions could be defined, namely the upper portal sealed and the lower portal sealed. In this study, the effects of tunnel slope on flame shape, flame length, along with smoke mass flow rate and induced velocity at the tunnel portal, are numerically investigated. The results show that, in all scenarios, flames initially rise vertically but tilt toward the sealed portal during the quasi-steady stage, with the largest tilt angle observed in tunnels… More >

  • Open Access

    ARTICLE

    Neuro-Fuzzy Computational Dynamics of Reactive Hybrid Nanofluid Flow Inside a Squarely Elevated Riga Tunnel with Ramped Thermo-Solutal Conditions under Strong Electromagnetic Rotation

    Asgar Ali1,*, Nayan Sardar2, Poly Karmakar3, Sanatan Das4

    CMES-Computer Modeling in Engineering & Sciences, Vol.145, No.3, pp. 3563-3626, 2025, DOI:10.32604/cmes.2025.074082 - 23 December 2025

    Abstract Hybrid nanofluids have gained significant attention for their superior thermal and rheological characteristics, offering immense potential in energy conversion, biomedical transport, and electromagnetic flow control systems. Understanding their dynamic behavior under coupled magnetic, rotational, and reactive effects is crucial for the development of efficient thermal management technologies. This study develops a neuro-fuzzy computational framework to examine the dynamics of a reactive Cu–TiO2–H2O hybrid nanofluid flowing through a squarely elevated Riga tunnel. The governing model incorporates Hall and ion-slip effects, thermal radiation, and first-order chemical reactions under ramped thermo-solutal boundary conditions and rotational electromagnetic forces. Closed-form analytical… More >

  • Open Access

    ARTICLE

    Performance Boundaries of Air- and Ground-Coupled GPR for Void Detection in Multilayer Reinforced HSR Tunnel Linings: Simulation and Field Validation

    Yang Lei1,*, Bo Jiang1, Yucai Zhao2, Gaofeng Fu3, Falin Qi1, Tian Tian1, Qiankuan Feng1, Qiming Qu1

    Structural Durability & Health Monitoring, Vol.19, No.6, pp. 1657-1679, 2025, DOI:10.32604/sdhm.2025.069415 - 17 November 2025

    Abstract Detecting internal defects, particularly voids behind linings, is critical for ensuring the structural integrity of aging high-speed rail (HSR) tunnel networks. While ground-penetrating radar (GPR) is widely employed, systematic quantification of performance boundaries for air-coupled (A-CGPR) and ground-coupled (G-CGPR) systems within the complex electromagnetic environment of multilayer reinforced HSR tunnels remains limited. This study establishes physics-based quantitative performance limits for A-CGPR and G-CGPR through rigorously validated GPRMax finite-difference time-domain (FDTD) simulations and comprehensive field validation over a 300 m operational HSR tunnel section. Key performance metrics were quantified as functions of: (a) detection distance (A-CGPR:… More >

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