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粗粒式沥青混凝土路面层铺筑现场监理要点分析
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作者 马明 《北方交通》 2007年第11期82-83,共2页
通过对沥青路面粗粒式沥青混凝土的施工监理,对粗粒式沥青混凝土铺筑现场的质量控制提出监理要点。
关键词 粗粒式混凝 土施工质量 工程监理
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Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels 被引量:9
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作者 Yong Zhao Huawu He Pengfei Li 《Engineering》 2018年第2期90-95,共6页
The successful completion of the Zhengzhou-Xi'an high-speed railway project has greatly improved the construction level of China's large-section loess tunnels, and has resulted in significant progress being made in ... The successful completion of the Zhengzhou-Xi'an high-speed railway project has greatly improved the construction level of China's large-section loess tunnels, and has resulted in significant progress being made in both design theory and construction technology. This paper systematically summarizes the tech- nical characteristics and main problems of the large-section loess tunnels on China's high-speed railway, including classification of the surrounding rock, design of the supporting structure, surface settlement and cracking control, and safe and rapid construction methods. On this basis, the key construction tech- niques of loess tunnels with large sections for high-speed railway are expounded from the aspects of design and construction. The research results show that the classification of loess strata surrounding large tunnels should be based on the geological age of the loess, and be determined by combining the plastic index and the water content. In addition, the influence of the buried depth should be considered. During tunnel excavation disturbance, if the tensile stress exceeds the soil tensile or shear strength, the surface part of the sliding trend plane can be damaged, and visible cracks can form. The pressure of the surrounding rock of a large-section loess tunnel should be calculated according to the buried depth, using the corresponding formula. A three-bench seven-step excavation method of construction was used as the core technology system to ensure the safe and rapid construction of a large-section loess tunnel, following a field test to optimize the construction parameters and determine the engineering measures to stabilize the tunnel face. The conclusions and methods presented here are of great significance in revealing the strata and supporting mechanics of large-section loess tunnels, and in optimizing the supporting structure design and the technical parameters for construction. 展开更多
关键词 Loess tunnel Surrounding rock classification Surface cracking Design load Three-bench seven-step excavation method
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Study on life-cycle risk management of high earth-rock dam project
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作者 Zhang Nianmu Zhang Zongliang Yan Lei 《Engineering Sciences》 EI 2013年第5期45-50,共6页
Based on advanced computer technology, internet of things (lOT) technology, project management con- cept and professional technology and combined with the innovative theories, methods and techniques in earlier hy- d... Based on advanced computer technology, internet of things (lOT) technology, project management con- cept and professional technology and combined with the innovative theories, methods and techniques in earlier hy- dropower projects, the life-cycle risk management system of high earth-rock dam project for Nuozhadu project was developed. The system mainly includes digital dam, three-dimensional design, construction quality monito- ring, safety assessment and warning, etc, to integrally manage and analyze the dam design, constructional quality and safety monitoring information. It realized the dynamic updates of the comprehensive information and the safe- ty quality monitoring in the project life cycle, and provided the basic platform for the scientific management of the construction and operation safety of high earth-rock dam. Application in Nuozhadu earth-rock dam showed that construction safety monitoring and warning greatly helped accelerate the construction progress and improve project quality, and provided a new way for the quality safety control of high earth-rock dam. 展开更多
关键词 high earth-rock dam Nuozhadu hydropower station LIFE-CYCLE safety construction risk management
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