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沥青混凝土路面结构组合分析与合理厚度
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作者 西丙辰 《黑龙江交通科技》 2012年第11期65-65,共1页
预防沥青路面早期损坏不能押宝于变异性最大的材料与施工控制环节。在进一步规范材料与工艺设计的同时,应注重结构厚度与组合设计,从设计体系上降低早期损害的可能性。因此有必要对高速公路各沥青混凝土结构层进行系统的试验研究,考虑... 预防沥青路面早期损坏不能押宝于变异性最大的材料与施工控制环节。在进一步规范材料与工艺设计的同时,应注重结构厚度与组合设计,从设计体系上降低早期损害的可能性。因此有必要对高速公路各沥青混凝土结构层进行系统的试验研究,考虑结构、材料与工艺的一体化设计,采用合理的技术措施,严格控制混合料配合比设计与施工管理,以保证高速公路沥青路面的施工质量。 展开更多
关键词 沥青混凝土路面 结构组合分析 合理厚度
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武英高速公路汉新试验路段路面结构组合设计
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作者 付军 丁庆军 +1 位作者 黄绍龙 潘欣 《交通科技》 2008年第4期78-81,共4页
依托武英高速公路汉新段试验路段,分别采用AC13(重交沥青)和AC13(改性沥青)为基体进行水泥灌浆,设计水泥灌浆沥青混凝土下面层,在其上加铺OGFC上面层,形成半柔性面层的复合式路面,然后对典型路面结构进行了弯沉和层底弯拉应力分析。结... 依托武英高速公路汉新段试验路段,分别采用AC13(重交沥青)和AC13(改性沥青)为基体进行水泥灌浆,设计水泥灌浆沥青混凝土下面层,在其上加铺OGFC上面层,形成半柔性面层的复合式路面,然后对典型路面结构进行了弯沉和层底弯拉应力分析。结果表明,基于半柔性面层的复合式路面性能完全能够达到设计要求。 展开更多
关键词 沥青混凝土水泥灌浆 半柔性面层 结构组合分析 试验路段
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Distribution of Polychaete Assemblage in Relation to Natural Environmental Variation and Anthropogenic Stress 被引量:1
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作者 ZAN Xiaoxiao ZHANG Chongliang +2 位作者 XU Binduo XUE Ying REN Yiping 《Journal of Ocean University of China》 SCIE CAS 2015年第4期749-758,共10页
Polychaete are diverse species of the soft-bottom community, and are often used as indicators in environment monitoring programs. However, the effects of anthropogenic activities and natural environmental variation on... Polychaete are diverse species of the soft-bottom community, and are often used as indicators in environment monitoring programs. However, the effects of anthropogenic activities and natural environmental variation on polychaete assemblage are rarely addressed. The goals of this study are to identify the effects of natural environmental variation and anthropogenic stress on poly- chaete assemblage, and to explore the relationship between the polychaete assemblage structure and anthropogenic stress without considering the natural environmental variation. Based on the data collected from the surveys conducted in the tidal fiat of Jiaozhou Bay, the relationship between polychaete assemblage structure and environmental variables was determined using multivariate statis- tical methods including hierarchical cluster analysis, multidimensional scaling (MDS) and canonical correspondence analysis (CCA). The results showed that the polychaete assemblage was dominated by two species, Amphictenejaponica and Heteromastusfiliformis, and could be divided into two subgroups characterized by high and low species abundance. CCA illustrated that the natural environ- mental variables including water temperature and the distance from coast had primary effects on the polychaete assemblage structure; while stress of contaminants, such as As and Hg, had the secondary influences; and stress from the aquacultured species, mainly Ruditapes philippinarum, had a limited effect. Colinearity between the natural environmental variables and anthropogenic stress variables caused a critical divergence in the interpretation of CCA results, which highlighted the risk of a lack of information in en- vironment assessment. Glycinde gurjanovae, Sternaspis scutata and Eulalia bilineata may serve as the 'contamination indicators', which need to be confirmed in future studies. 展开更多
关键词 POLYCHAETE tidal flat anthropogenic stress CONTAMINANT AQUACULTURE multivariate analysis canonical correspondenceanalysis (CCA)
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Analysis of the sealing performance of combined sealing structure under deep-sea high pressure environment 被引量:2
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作者 JIN Yong-ping YI Pan +1 位作者 PENG You-duo WAN Bu-yan 《Marine Science Bulletin》 CAS 2019年第2期36-56,共21页
For the requirement of safe and stable operation,the combined sealing structure was used for reciprocating motion in the deep sea high-pressure environment,and the effects of different seawater depths and shaft moveme... For the requirement of safe and stable operation,the combined sealing structure was used for reciprocating motion in the deep sea high-pressure environment,and the effects of different seawater depths and shaft movement speed on the sealing performance of the combined sealing structure were studied.The change rule of the sealing performance of the combined sealing structure of reciprocating motion under different working conditions is proved.The study shows that in the combined sealing structure of reciprocating movement,the Von Mises stress and the contact stress of the O-ring varies with the direction of the shaft movement.The Von Mises stress and contact stress of the O-ring,the Von Mises stress and the contact stress on each sealing lip of the slip ring gradually increase with the increasing of seawater depths.At the same time,the Von Mises stress of the O-ring which in the process of the shaft upward movement is greater than the shaft downward movement,making the shaft upward movement more likely to cause the O-ring relaxation and fatigue.The shaft movement speed has no significant influence on the Von Mises stress and contact stress of the O-ring.The research results provide theoretical guidance and technical support for the selection and optimization of the geometrical parameters of the combined sealing structure in the deep-sea high-pressure environment. 展开更多
关键词 deep sea high-pressure environment combined sealing structure performance analysis
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