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Copyright of Journal of South China University of Technology (Natural Science Edition) is the property of South China University of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of China Harbour Engineering is the property of Editorial Office of China Harbour Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

This paper provides an overview of the current research status on the physical, chemical, and engineering characteristics of saline-alkali soils, focusing on issues such as dilatation, collapsibility, and freeze-thaw damage in the soil materials of saline-alkali soil regions. To mitigate the adverse effects of saline-alkali soils on engineering projects, common stabilization methods are summarized and their respective solidification mechanisms are analyzed. Furthermore, this paper reviews the physical and mechanical properties of saline-alkali soils after solidification through various approaches, particularly in cold regions. The prospects for the future development of solidifying saline-alkali soils are discussed, along with potential directions for engineering research in this field. [ABSTRACT FROM AUTHOR]

In some engineering applications and accidents, the detonation performance of explosives may change if subjected to multiple shocks and releases. Therefore, an experimental loading device with multiple shocks and releases is needed in order to study the detonation response of explosives under complex loads. In this paper, an experimental detonation loading device that can achieve complete release of shock-releasereshock is proposed and designed. The device is optimized through numerical simulations, and the accuracy of the numerical simulation is validated by the corresponding experiments. The results indicate that the designed detonation loading device can achieve complete release of shock-release-reshock loading procesure of TATB-based insensitive explosives, where the detonation loading device drives tungsten magnesium double-layer flyers. The design provides a new experimental technique for further study on the detonation response of explosives under complex loads and multiple shocks. [ABSTRACT FROM AUTHOR]

The gradual depletion of shallow resources necessitates the imperative shift towards deep mining. In deep mining, dynamic disasters, such as rockburst, caused by high in-situ stress and other complex geological environments, have persistently posed a significant challenge to the safe and efficient extraction of deep minerals. Despite the longstanding occurrence of rockburst disasters, they have not been effectively resolved due to limitations in their occurrence mechanisms and monitoring methods. In this paper, the evaluation system and the prevention and control technology of rockburst were systematically summarized and concluded through literature research. The current research progress shows that there are many evaluation systems of rockburst, which can evaluate and predict the grade and tendency of rockburst disasters well. Regarding rockburst prevention and control systems, they can generally be classified into passive and active control technology based on the timing of disaster management and protective mechanisms. The overall planning concept was developed based on mining plan optimization and stress environment reconstruction, providing a new idea and method for rockburst prevention and control in deep mining of metal mines. Finally, taking the deep mining of Sanshandao Gold mine as the background, the advantages and effects of the unloading mining scheme in rockburst control and prevention under the integrated planning concept were verified, which provided an effective reference for the advanced intervention and active prevention and control of rockburst in deep mining of metal mines in the future. [ABSTRACT FROM AUTHOR]

Copyright of Control Theory & Applications / Kongzhi Lilun Yu Yinyong is the property of Editorial Department of Control Theory & Applications and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of University Chemistry is the property of Peking University, College of Chemistry & Molecular Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Zhejiang Electric Power is the property of Zhejiang Electric Power Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of International Chinese Teaching is the property of Beijing Language & Culture University Press Co. Ltd. and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The segment assembly problem of shield tunnel in the transition curve part is always a difficult problem in the construction process because of the complex shape of the transition curve and the changeable points of segment assembly. Based on the requirement of staggered assembling and wedge segment characteristics, this paper puts forward a method within the plane to complete every piece of assembling construction by calculating and judging the condition of error control with comprehensive comparison of standard ring and wedge ring combination, and fit out design and varification methods, which meets the specification and control index and guarantees ing uniform linear axis in segment assembling. According to the actual engineering needs, the maximum allowable deviation control method and the segment assembly optimization measures near the slow circle point are proposed, and the accuracy and applicability of the method are proved by the shield tunnel between Wanchai North Station and Wanchai station of Zhuhai Zhuhai-mechanical line, which provides a theoretical basis for the control of segment assembly quality on the transition curve. [ABSTRACT FROM AUTHOR]

Copyright of Railway Standard Design is the property of Railway Standard Design Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Foundry Technology (1000-8365) is the property of Foundry Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Construction Technology is the property of Railway Construction Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The aeroengine control system is a safety critical system for aeroengine, crucial for generating reliable thrust or power within the entire flight envelope of the engine. This paper presents the evolution of the aeroengine control system, summarizes and analyzes the development of three key system-level technologies. including architecture design, control law design, and fault diagnosis and condition monitoring design, as well as simulation enabling technologies. The discussion on the applicability of these technologies in engineering is then conducted. The prospects for future development directions and key research areas are finally explored, providing a valuable reference for the design of next generation aeroengine control systems. [ABSTRACT FROM AUTHOR]

In order to solve the problems of slow modeling of design model, poor integration of modeling system in the construction of traditional railway electronic sand table, based on AnyCAD library, this paper studied the methods of modeling, conversion and integration of bridge form by reading the component parameters in bridge form, and studied the method of modeling and integration of tunnel assembly based on tunnel component library and statistics of tunnel assembly table. Besides, the methods and requirements of three-dimensional scene construction and three-dimensional midline production of electronic sand table were discussed. Through experimental statistics, compared with traditional parametric modeling, the efficiency of bridge calculation modeling is improved by 78.7 times, and the efficiency of tunnel assembly modeling is improved by nearly 14.7 times, which realizes the rapid modeling of bridge and tunnel design models. [ABSTRACT FROM AUTHOR]

In this paper,the stability of the roof-cutting strip-shaped mine column at the top of the Stage open-stope backfilling method of the Jinchanghe ZnV3 orebody is taken as the research object. By analyzing the distribution law of the stress state of the stope at different stages, combined with the current situation of the anchoring support of the broken surrounding rock of the roof, in order to improve the stability of the strip-shaped mine column, the method of combining theoretical analysis and numerical simulation is used for research and analysis. The research results show that the optimization scheme of alternately arranging 4 m wide drilling chamber and 3 m wide strip-shaped mine column on both sides of the roof-cutting contact channel can effectively share the influence of stress concentration on the strip-shaped mine column and greatly improve the stability of the strip-shaped mine column. The optimization scheme changes the roof support area and further improves the stability of the roof after the goaf. According to the research results, industrial experiments were carried out to verify the feasibility of the optimization scheme, which is of great significance to safety production and can be applied in mines. The optimization of the roof cutting project further improves the stability of the roof under the condition of improving the stability of the strip-shaped mine column, which can provide a reference for similar mines. [ABSTRACT FROM AUTHOR]