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    Quantitative Detection of In-Service Strength of Underground Space Strata considering Soil-Water Interaction by Xiangfeng Lv, Hongyuan Zhou

    Published 2020-01-01
    “…The in-service strength test of underground space strata is a hot issue in geotechnical engineering. In this study, we conducted mechanical analyses on the soil and the cutting bit involved in a rotary drilling process, which revealed the key factors influencing drilling. …”
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    Buckling Analysis and Stability of Compressed Low-Carbon Steel Rods in the Elastoplastic Region of Materials by Gaioz Partskhaladze, Ingusha Mshvenieradze, Elguja Medzmariashvili, Gocha Chavleshvili, Victor Yepes, Julian Alcala

    Published 2019-01-01
    “…It is known that the columns of buildings, supports of engineering devices, drill rods of oil, and gas extraction industry may be subjected to significant risk of stability loss. …”
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  17. 3097

    Research on bearing fault feature transfer diagnosis based on balanced distribution adaptation under feature fusion by Lulu Wang, Yongqi Li, Chunyi Zhang, Ralph Gerard Sangalang

    Published 2025-06-01
    “…This method not only addresses the challenges posed by changing operating conditions but also holds significant practical value, providing a robust and efficient solution for real-world industrial applications such as predictive maintenance and condition monitoring in critical engineering systems.…”
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    The Protective Effect of Isolation Piles on Deformation of Adjacent Existing Railways by Ying Yang, Shangyong Chen, Jian Li, Shanglin Qin, Chi Liu, Pan Liu

    Published 2025-01-01
    “…The isolation pile is the main measure used to reduce the mutual influence between neighboring projects in engineering. In response to the issue of the protective effect of isolation pile technology on the deformation of adjacent existing railway subgrades, this research adopted numerical simulation and a loading deformation analysis method considering the prevailing stress field to study the deformation of existing subgrades and the stress deformation of isolation piles under different lengths of isolation piles. …”
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