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学者姓名：路德春
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Abstract ：
The complex tunnel lighting condition affects the image-capturing process, leading to motion blurs affecting the segmentation accuracy for tunnel leakage objects. To address the abovementioned limitations, a novel two-phase segmentation method for blurry images involving the SRN-DeblurNet and the improved YOLO v8 segmentation network is proposed. The corresponding deblurred images are restored based on the multi-scale features of blurry images. Subsequently, the leakage features are extracted from the deblurred images, and the segmentation masks are predicted. The dataset construction processes are designed to train the proposed method step by step. The motion blur patterns of tunnel images are proposed to generate training and test images. After the deblurring process, the clarity improvements of the tunnel lining images are analyzed, while the quality change is discussed. The deblurred images are segmented by the improved YOLO v8 segmentation network, and the results of YOLO v8 on test datasets are illustrated. By comparing the segmentation results of blurry and deblurred images, the effectiveness of the proposed method is analyzed in detail. Ablation studies are conducted to evaluate the trainability and the efficiency of the proposed method. Results present the effectiveness of the proposed method in mitigating motion blur challenges in tunnel inspection.
Keyword ：
deep learning deep learning semantic segmentation semantic segmentation lining leakage lining leakage blind image deblurring blind image deblurring Metro tunnels Metro tunnels
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| GB/T 7714 | Ma, Yiding , Kong, Fanchao , Lu, Dechun et al. An intelligent method for apparent water leakage segmentation of tunnel lining images considering motion blurs [J]. | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS , 2025 . |
| MLA | Ma, Yiding et al. "An intelligent method for apparent water leakage segmentation of tunnel lining images considering motion blurs" . | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS (2025) . |
| APA | Ma, Yiding , Kong, Fanchao , Lu, Dechun , Lin, Weipeng , Zhang, Dongmei , Du, Xiuli . An intelligent method for apparent water leakage segmentation of tunnel lining images considering motion blurs . | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS , 2025 . |
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Abstract ：
Leakage between adjacent lining blocks can cause severe secondary accidents, necessitating prompt joint inspection and repair. This study introduces an innovative framework to evaluate leakage of tunnel lining joints quantitatively. First, an enhanced two-stage detection model is proposed and utilised to predict joint bounding boxes. A novel backbone integrating Swin Transformer and sandglass blocks is used to capture both holistic and regional features. After the leakage joints are detected and located, leakage in the images is segmented based on the threshold algorithm, where a process containing image morphology algorithms is designed to enhance the quality and reasonability of the leakage masks. According to the characteristics of shield tunnels, the quantitative assessment method is proposed to obtain the areas of leakage regions. The mAP50-95 of the proposed detector improves by 5.7% to 8.9% compared to previous methods, while the FPS reaches 15.68. The proposed method performs well on images larger than 400 x 400 pixels, and the AP50 can exceed 80%. For the segmentation method, most IoUs between the manual and segmented masks are larger than 0.7. Thresholds specified in the Chinese standards are used to evaluate the leakage condition of an on-site tunnel, and maintenance guidance is given.
Keyword ：
lining joint detection lining joint detection leakage quantification leakage quantification threshold-based segmentation threshold-based segmentation Shield tunnel Shield tunnel dual-branch backbone dual-branch backbone
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| GB/T 7714 | Ma, Yiding , Lu, Dechun , Kong, Fanchao et al. An intelligent detection method for precise analysis of shield tunnel lining joints based on deep learning networks and image morphology algorithms [J]. | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS , 2025 . |
| MLA | Ma, Yiding et al. "An intelligent detection method for precise analysis of shield tunnel lining joints based on deep learning networks and image morphology algorithms" . | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS (2025) . |
| APA | Ma, Yiding , Lu, Dechun , Kong, Fanchao , Li, Shaohua , Zhou, Annan , Du, Xiuli . An intelligent detection method for precise analysis of shield tunnel lining joints based on deep learning networks and image morphology algorithms . | GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS , 2025 . |
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Abstract ：
To address the challenge of modelling intricate crack patterns in brittle materials, this study introduces a novel damage framework with thermo-mechanical coupling. By integrating thermal effects within a unified energy variational framework, the model incorporates an innovative damage variable that explicitly accounts for thermal deformation and accurately characterises the topology of thermal cracks. The explicit thermo-damage variable and governing equations are directly derived from the variational functional, enabling efficient resolution of thermal fracture problems by focusing solely on displacement and temperature fields. Furthermore, the proposed framework demonstrates the potential for extension to other multi-field coupled fracture problems driven by environmentally induced strain. A series of simulations, including purely mechanical as well as 2D and 3D thermo-mechanical scenarios, validate the model's capability to effectively capture intricate crack behaviours.
Keyword ：
Crack propagation Crack propagation Fracture Fracture Thermo-mechanical coupling Thermo-mechanical coupling Damage Damage Multi-field Multi-field
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| GB/T 7714 | Su, Cancan , Lu, Dechun , Zhuang, Xiaoying et al. A thermo-mechanical damage model for thermal crack propagation in brittle materials [J]. | THEORETICAL AND APPLIED FRACTURE MECHANICS , 2025 , 138 . |
| MLA | Su, Cancan et al. "A thermo-mechanical damage model for thermal crack propagation in brittle materials" . | THEORETICAL AND APPLIED FRACTURE MECHANICS 138 (2025) . |
| APA | Su, Cancan , Lu, Dechun , Zhuang, Xiaoying , Rabczuk, Timon , Zhou, Xin , Du, Xiuli . A thermo-mechanical damage model for thermal crack propagation in brittle materials . | THEORETICAL AND APPLIED FRACTURE MECHANICS , 2025 , 138 . |
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Abstract ：
Discrete Element Method (DEM) can well simulate the failure of geomaterials, but it is challenging to evaluate its stable degree and failure state. An approach for calculating the equivalent Cauchy stress field in both regular and irregular DEM models is proposed by establishing a local equivalent element for each particle. Meanwhile, the relationship between the stress ratio path during geomaterial failure and the macro strength criterion is analyzed, and then, a new evaluation index named SFSRP is proposed. Combining the equivalent Cauchy stress and the SFSRP, a method that can evaluate the stable degree and failure state of the geomaterial is established. Finally, the proposed method is implemented to analyze the failure process in four typical cases, including a trapdoor test, a retaining wall test, a tunnel excavation test, and a biaxial compression test, based on PFC2D. The results demonstrate that the proposed method not only presents the failure location intuitively but also quantitatively reflects the stable degree and failure state in the DEM model.
Keyword ：
DEM DEM Stress ratio path Stress ratio path Failure evaluation Failure evaluation Equivalent Cauchy stress Equivalent Cauchy stress Geomaterial failure Geomaterial failure
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| GB/T 7714 | Dong, Hongyu , Lin, Qingtao , Lu, Dechun et al. A method for evaluating the failure state of geomaterials in DEM by introducing equivalent Cauchy stress and macro strength criterion [J]. | COMPUTERS AND GEOTECHNICS , 2025 , 182 . |
| MLA | Dong, Hongyu et al. "A method for evaluating the failure state of geomaterials in DEM by introducing equivalent Cauchy stress and macro strength criterion" . | COMPUTERS AND GEOTECHNICS 182 (2025) . |
| APA | Dong, Hongyu , Lin, Qingtao , Lu, Dechun , Zhang, Fujun , Du, Xiuli . A method for evaluating the failure state of geomaterials in DEM by introducing equivalent Cauchy stress and macro strength criterion . | COMPUTERS AND GEOTECHNICS , 2025 , 182 . |
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Abstract ：
A model is proposed to describe the soil movement caused by tunnel excavation. The mathematical relationships for soil displacement in both the horizontal and vertical directions are established. An optimized Gaussian function is developed to accommodate various ground conditions for describing vertical displacement, then, a formula for horizontal displacement is derived on this basis, providing a unified calculation method for both vertical and horizontal displacements. Utilizing the principles of elastic-plastic mechanics, the vertical and horizontal strains of soil are obtained by solving the first-order partial derivative of the displacement formulas. Subsequently, formulas for volume strain and engineering shear strain are derived using the Mohr strain circle. The validity of the displacement and strain formulas is confirmed through comparison with measured results from sandy strata (4 sets) and clay strata (2 sets). In conclusion, a comprehensive empirical framework for analyzing ground disturbance caused by tunnel excavation is established. The method relies on just two parameters and four known quantities, making it convenient for practical engineering.
Keyword ：
Engineering shear strain Engineering shear strain Mohr strain circle Mohr strain circle Ground displacement Ground displacement Volume strain Volume strain Tunnel excavation Tunnel excavation
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| GB/T 7714 | Lin, Qingtao , Song, Tao , Lu, Dechun et al. A novel analytical method for describing ground motion behaviour caused by tunnel excavation [J]. | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY , 2025 , 161 . |
| MLA | Lin, Qingtao et al. "A novel analytical method for describing ground motion behaviour caused by tunnel excavation" . | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 161 (2025) . |
| APA | Lin, Qingtao , Song, Tao , Lu, Dechun , Du, Xiuli . A novel analytical method for describing ground motion behaviour caused by tunnel excavation . | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY , 2025 , 161 . |
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Abstract ：
The peridynamic method has emerged as an invaluable tool for studying the cracking and failure mechanisms in reinforced concrete structures. Original peridynamic motion equations and parameters are derived based on the energy equations for homogeneous materials, which inadequately address the complex interactions at interfaces of heterogeneous materials. This study proposes a refined interaction model for material points in the interface region, grounded in the bond-slip mechanism of steel-to-concrete interfaces. An interface viscoelastic peridynamic method for reinforced concrete is developed by combining the previously proposed viscoelastic model. The micro-elastic parameters of the interface are determined by the energy density equivalence between peridynamics and continuum mechanics. The equivalence between the horizon radius and the confined wedge radius is rigorously established by analyzing the stress distribution in the concrete confined by steel ribs. The critical stretch constant is determined based on the peak stress of the interfacial bond-slip curve. Validation against pull-out tests on four groups of reinforced concrete specimens demonstrates the accuracy of the developed interface peridynamic method. Further numerical tests on reinforced concrete members under various conditions show that the proposed peridynamic method accurately captures the effects of rebar diameter, concrete strength, anchorage length, rib spacing, and loading rate on the bond behavior at the reinforced concrete interface.
Keyword ：
Interfacial interaction model Interfacial interaction model Failure analysis Failure analysis Bond-slip mechanism Bond-slip mechanism Viscoelastic peridynamics Viscoelastic peridynamics
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| GB/T 7714 | Wang, Guosheng , Lu, Dechun , Gao, Yixin et al. Viscoelastic peridynamic method for the interface in the reinforced concrete [J]. | ENGINEERING FRACTURE MECHANICS , 2025 , 315 . |
| MLA | Wang, Guosheng et al. "Viscoelastic peridynamic method for the interface in the reinforced concrete" . | ENGINEERING FRACTURE MECHANICS 315 (2025) . |
| APA | Wang, Guosheng , Lu, Dechun , Gao, Yixin , Xie, Zengxun , Du, Xiuli . Viscoelastic peridynamic method for the interface in the reinforced concrete . | ENGINEERING FRACTURE MECHANICS , 2025 , 315 . |
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Abstract ：
Establishing a high-fidelity twin model and accurately analyzing instant mechanical behaviors are important ways to improve structural reliability. This study proposes a digital twin - based model updating method for mechanical behaviors analysis of cable truss structure. A mechanical behaviors analysis architecture integrating structural entity in physical space, structural twin model and model dynamic updating algorithms is developed. A computational method suitable for model updating of cable truss structures is developed by integrating the finite element model with the programming language. The twin modelling approach is developed by using the test structure as a comparative target for parameter correction. Relying on the twin model, the structural mechanical behaviors analysis is carried out. The effectiveness of the analysis method is verified by taking the cable truss structure as an example. The objective function and optimization parameters required for model updating are constructed to carry out mechanical behaviors analysis and damage identification of the structure. The results show that the updated twin model can accurately match the measured data of the mechanical behaviors of the structure. For the static and dynamic response of the structure, the simulation accuracy of the twin model is above 94%. For structural damage identification, the type, location and extent of damage can be efficiently obtained by comparing the parameters before and after the update.
Keyword ：
Model update Model update Mechanical behaviors Mechanical behaviors Digital twin Digital twin Cable truss structure Cable truss structure Damage identification Damage identification
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| GB/T 7714 | Shi, Guoliang , Liu, Zhansheng , Lu, Dechun et al. Digital twin - based model updating method for mechanical behaviors analysis of cable truss structure [J]. | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2024 , 221 . |
| MLA | Shi, Guoliang et al. "Digital twin - based model updating method for mechanical behaviors analysis of cable truss structure" . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 221 (2024) . |
| APA | Shi, Guoliang , Liu, Zhansheng , Lu, Dechun , Zhang, Qingwen , Wang, Zeqiang , Zhao, Yifeng . Digital twin - based model updating method for mechanical behaviors analysis of cable truss structure . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2024 , 221 . |
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Abstract ：
How to realize the efficient scheduling of construction equipment and ensure the construction quality is the key problem that restricts the development of intelligent construction technology. This paper proposes a multi- equipment collaborative optimization scheduling method for intelligent construction scene. Firstly, a logical model of intelligent construction scene is proposed, and the characteristics and requirements of construction in intelligent construction scene are clarified. Considering the relationship between construction processes and the control requirements of construction quality, an intelligent planning model of multi-equipment collaborative scheduling scheme is established. Aiming at the problem of equipment scheduling analysis, an improved non- dominant classification genetic algorithm (NSGA-II) is proposed. According to the solution results of the improved NSGA-II, the data mapping relationship between the scheduling scheme and the construction completion time and construction energy consumption is established. The verification and application of the proposed method are carried out by a cable truss structure experimental model.
Keyword ：
Deep learning Deep learning Optimized scheduling Optimized scheduling Experimental verification Experimental verification Intelligent construction scene Intelligent construction scene Multi-equipment collaboration Multi-equipment collaboration
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| GB/T 7714 | Liu, Zhansheng , Shi, Guoliang , Lu, Dechun et al. Multi-equipment collaborative optimization scheduling for intelligent construction scene [J]. | AUTOMATION IN CONSTRUCTION , 2024 , 168 . |
| MLA | Liu, Zhansheng et al. "Multi-equipment collaborative optimization scheduling for intelligent construction scene" . | AUTOMATION IN CONSTRUCTION 168 (2024) . |
| APA | Liu, Zhansheng , Shi, Guoliang , Lu, Dechun , Du, Xiuli , Zhang, Qingwen . Multi-equipment collaborative optimization scheduling for intelligent construction scene . | AUTOMATION IN CONSTRUCTION , 2024 , 168 . |
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Abstract ：
An empirical model for describing the soil movements induced by tunneling is proposed, then the mathematical relationship between horizontal displacement and vertical displacement is obtained. By analyzing 25 sets of data from field engineering and 35 sets of data from model tests, the formula for the maximum settlement Sv, max(z) is optimized to adapt to different ground conditions. The Modified Gaussian function is developed by introducing the existing width coefficient of the settlement trough i(z) and the optimized Sv, max(z) to describe the surface and subsurface vertical displacement. Subsequently, the formula for the horizontal displacement is derived based on the Modified Gaussian function. H(z) representing the position of the oriented point of the soil movement is a variable in the formula for horizontal displacement. Based on measured results, a logarithmic function and a quadratic polynomial function are proposed to describe the variation of H(z) with depth in the clay stratum and sand stratum, respectively. Then, the rationality of the proposed method is validated by 4 sets of in-situ data and 4 sets of test data. Finally, the implementation process of the proposed method is illustrated, and the inversion results of the ground displacement field in Beijing Metro Line 12 are presented.
Keyword ：
vertical displacement vertical displacement empirical method empirical method horizontal displacement horizontal displacement Modified Gaussian function Modified Gaussian function tunnel excavation tunnel excavation
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| GB/T 7714 | Lin, Qingtao , Meng, Xu , Lu, Dechun et al. A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation [J]. | CANADIAN GEOTECHNICAL JOURNAL , 2024 , 61 (7) : 1468-1495 . |
| MLA | Lin, Qingtao et al. "A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation" . | CANADIAN GEOTECHNICAL JOURNAL 61 . 7 (2024) : 1468-1495 . |
| APA | Lin, Qingtao , Meng, Xu , Lu, Dechun , Miao, Jinbo , Zhao, Zhihong , Du, Xiuli . A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation . | CANADIAN GEOTECHNICAL JOURNAL , 2024 , 61 (7) , 1468-1495 . |
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Abstract ：
Concrete is a geotechnical material characterized by cohesive-frictional properties. However, there is currently paucity of specialized experimental research to elucidate these features and their potential mechanisms. This study addresses this gap by designing and conducting 72 experimental sets on C30, C40, and C50 concrete to investigate their cohesive-frictional attributes. Utilizing two comprehensive conventional triaxial compression tests halted upon reaching constant stress with increasing strain, this research examines the mechanisms and corresponding mechanical behaviors of cohesion and friction. During the initial loading test, the macroscopic mechanical behavior, incorporating both cohesive and frictional properties, is observed. The same specimen is then subjected to a second triaxial test under identical conditions, predominantly revealing frictional mechanical behavior. By comparing the results from the initial and subsequent loadings of the same specimen, the cohesive and frictional properties of concrete are decoupled, allowing for the determination of independent deformation and strength laws for cohesion and friction. Based on the experimental findings, this study thoroughly discusses the deformation mechanisms and strength evolution laws of both properties, elucidating the manifestation mechanisms of cohesion and friction in concrete. Furthermore, a comparative analysis with the nonlinear unified strength criterion and the strength laws on the triaxial compression meridian plane is performed. The novel experimental method proposed in this study, which is designed to investigate the cohesion-friction properties of concrete, has successfully decoupled the cohesive strength and frictional strength of concrete for the first time from an experimental perspective. This research provides a foundational experimental basis and mechanistic insight into the fundamental mechanical properties of concrete materials, which will facilitate the establishment of cohesive-frictional strength theories and constitutive models.
Keyword ：
Concrete materials Concrete materials Cohesive properties Cohesive properties Frictional properties Frictional properties Triaxial tests Triaxial tests Mechanical behaviour Mechanical behaviour
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| GB/T 7714 | Wang, Guosheng , Cai, Tao , Lu, Dechun et al. Experimental study on cohesion-friction mechanical properties for concrete [J]. | CONSTRUCTION AND BUILDING MATERIALS , 2024 , 449 . |
| MLA | Wang, Guosheng et al. "Experimental study on cohesion-friction mechanical properties for concrete" . | CONSTRUCTION AND BUILDING MATERIALS 449 (2024) . |
| APA | Wang, Guosheng , Cai, Tao , Lu, Dechun , Ma, Chao , Meng, Fanping , Du, Xiuli . Experimental study on cohesion-friction mechanical properties for concrete . | CONSTRUCTION AND BUILDING MATERIALS , 2024 , 449 . |
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