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  1. No Access

    Article

    Improved Multi-objective Butterfly Optimization Algorithm and its Application in Cascade Reservoirs Optimal Operation Considering Ecological Flow

    Traditional reservoir operations often take power production as the main purpose. However, blindly maximizing power production will prompt the reservoirs to work continuously at high water levels, leading to l...

    Zhangling **ao, Ming** Zhang, Zhongmin Liang, Jian Wang in Water Resources Management (2024)

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    Article

    ActiveGCN-CT: Active Learning-Enhanced Graph Convolutional Networks for Computed Tomography Inversion in Coal Mines

    In the realm of coal mine safety, accurately detecting high-stress regions within the coal seam at the working face is paramount for averting rockburst incidents and boosting mining efficiency. This paper intr...

    Kai Zhan, **aotao Wen, Lianhai Zhang, Xuben Wang in Rock Mechanics and Rock Engineering (2024)

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    Article

    A Framework for Quantifying Stormwater Control Measures’ Hydrologic Performance with Analytical Stochastic Models

    Previously developed analytical stochastic models (ASMs) have the limitations in that they can only be individually applied for specific end-of-pipe or low impact development facilities. This paper proposed a ...

    Jiachang Wang, Jun Wang, Shengle Cao, Chuanqi Li in Water Resources Management (2024)

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    Article

    One-Dimensional Consolidation Modeling of Soil Surrounding Buried Geothermal Pipelines: Incorporating Heat Diffusion Processes

    Thermal consolidation of soil is a significant concern in buried geothermal pipeline engineering. Soil consolidation begins immediately upon pipeline completion, while a stable temperature field does not insta...

    Lulu Zhang, Yunpeng Zhang, Yi Tian, Zongqin Wang in Transport in Porous Media (2024)

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    Article

    The Application and Potential of Multi-Objective Optimization Algorithms in Decision-Making for LID Facilities Layout

    Low-impact development (LID) practices are critical for mitigating urban stormwater runoff and alleviating flood risks. The strategic placement of LID facilities is paramount to optimizing their efficacy withi...

    Yuanyuan **e, Haiyan Wang, Kaiyi Wang, **aoyu Ge, **n Ying in Water Resources Management (2024)

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    Article

    Interface Stress Analysis and Failure Mechanism of Rock–Concrete Composite Structures Under Multi-directional Stress Waves

    The rock–concrete interface serves as the weak point of concrete structures based on rocks; the initial failure of the interface under stress waves can easily cause instability and failure of rock concrete com...

    Jianxing Chen, Lei Zhou, Zheming Zhu, **n Shui in Rock Mechanics and Rock Engineering (2024)

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    Article

    A material point method analysis of failure mechanism and kinematic behavior of rainfall-induced landslide

    Rainfall-induced landslides are a frequent and severe natural hazard in the southern regions of Ethiopia. These occurrences substantially threaten the welfare of workers, equipment, and the efficient completio...

    Shuhong Wang, Meaza Girma Demisa, Bowen Han, Qinkuan Hou, Ze Zhang in Natural Hazards (2024)

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    Article

    Quantitative Characterization and Analysis of Multiple Fracture Structures from Original Coal and Tectonic Coal by μCT

    Investigating the spatial and size distributions of fracture structures formed by various external stresses in coal is essential for understanding fracture evolution and methane percolation behavior in coal re...

    Changxin Zhao, Yuan** Cheng, Chenghao Wang, Kaizhong Zhang in Transport in Porous Media (2024)

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    Article

    Experimental and Numerical Study on the Anchoring Mechanism of an Anchor Bolt Considering its Lateral Restraint Effect

    Anchoring is a highly effective means to reinforce jointed rock masses. In addition to the axial force from the anchor bolt, the effect of its transverse force in constraining the displacement of the structura...

    Yuan Wei, Lai **peng, Pei Zihao, Liu Sifan in Rock Mechanics and Rock Engineering (2024)

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    Article

    Theoretical Analysis of Klinkenberg Correction of Permeability Measurement of Micro/Nanoporous Media

    We present a comprehensive theoretical analysis which integrates the Klinkenberg plot into the pulse decay method (PDM) to effectively address the slippage effect on permeability measurement of micro/nanoporou...

    Zhiguo Tian, Mingbao Zhang, Moran Wang in Transport in Porous Media (2024)

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    Article

    Deformation and Failure Behaviour of Coal-Backfilling Composite Structure Under Double Shearing

    The interface is the weakest region of the coal-backfilling composite structure (CBCS) for underground mines, the sawtooth angles of which is one of the most critical concerns to be accounted. However, limited...

    **wen Bai, Yantong Zhao, Xudong Shi, Guorui Feng in Rock Mechanics and Rock Engineering (2024)

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    Article

    Pore Tensor-Based Constitutive Model of Deep Coral Reef Limestone at High Loading Rates

    The buried diagenesis and dolomitization in the deep stratum of coral reef island enable the Coral reef limestone (CRL) to exhibit a significant distinction compared with the calcified coral skeleton in mechan...

    Kai Wu, Qingshan Meng, Le Luo, Haifeng Liu, Siqi Shu in Rock Mechanics and Rock Engineering (2024)

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    Article

    Sliced Wasserstein Distance-Guided Three-Dimensional Porous Media Reconstruction Based on Cycle-Consistent Adversarial Network and Few-Shot Learning

    Numerical simulation studies of water–rock interaction mechanisms and pore-scale multiphase flow properties often require high computational efficiency and realistic geometries to enable a fast and accurate de...

    Mingyang Wang, Enzhi Wang, **aoli Liu, Congcong Wang in Transport in Porous Media (2024)

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    Article

    Parameter Design Method for Destressing Boreholes to Mitigate Roadway Coal Bursts: Theory and Verification

    Borehole destressing is one of the most widely used techniques for mitigating coal bursts. Understanding the working principle of destressing boreholes, exploring the main efficiency factors, and proposing a q...

    Lianpeng Dai, Yishan Pan, Yonghui **ao, Aiwen Wang in Rock Mechanics and Rock Engineering (2024)

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    Article

    Analytical Solutions of Elastic Complex Variables for Tunnels with Complicated Shapes Under Geostress Field

    The elastic solutions of isotropic complex noncircular deep or shallow tunnels are obtained by the complex variable theory in this paper. In the solution procedure, the map** function in the form of power se...

    Tianrui Fan, Jiachen Wang, Zhaohui Wang in Rock Mechanics and Rock Engineering (2024)

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    Article

    Numerical Analysis of the Effect of River Channel Excavation on Existing Subway Tunnels

    When river channels or foundation pits are excavated above the existing subway tunnels, ground soil unloading will have a disturbance effect on the safety of the existing tunnel structure. Based on a typical r...

    Hai-ming Wang, **ao Yu, Bang-ning **ng, Hao Wang in Geotechnical and Geological Engineering (2024)

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    Article

    Landslide-induced tsunami simulation based on progressive landslide-shallow water equation coupling model: 1946 Aleutian tsunami case

    Impulse waves result from submarine or subaerial landslides colliding with water. To model this multiphase disaster, it is imperative to gain a comprehensive understanding of the complex processes and interact...

    Wengang Zhang, Wang Lu, Luqi Wang, Yanbin Ma, Qinwen Tan, Xuanyu Meng in Landslides (2024)

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    Article

    Rockburst Intensity Grade Prediction Based on Data Preprocessing Techniques and Multi-model Ensemble Learning Algorithms

    Rockburst is a mine dynamic disaster caused by the rapid release of elastic strain energy of surrounding rock. As the depth of engineering project operations increases, accurate classification of rockburst int...

    Zhi-Chao Jia, Yi Wang, Jun-Hui Wang, Qiu-Yan Pei in Rock Mechanics and Rock Engineering (2024)

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    Article

    Correlation Between Water Erosion and Hydraulics of Slope–Gully Systems According to Check Dam Siltation Depth

    The loess hilly area consists of a slope–gully system, which promotes erosion; as such. it is one of the most intensely eroded areas in the world. The construction of check dams can effectively control water a...

    Lulu Bai, Peng Shi, Zhanbin Li, Peng Li, Zhun Zhao in Water Resources Management (2024)

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    Article

    Point Load Strength Test Power Index of Irregular Sandy Dolomite Blocks

    The point load strength test index (Is(50)) rapidly determines the tensile strength and the uniaxial compressive strength of rocks. It is necessary to analyze the power index (m) of Is(50) when conducting a point...

    Meiqian Wang, Yonghong Wu, Binghui Song, Wei Xu in Rock Mechanics and Rock Engineering (2024)

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