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Based on Fuller's model, a gradation design is presented for the load-carrying capacity of an asphalt mixture with stone-to-stone contact. The coarse aggregate gradation, fine aggregate and filler gradation are respectively designed for their different effects on an asphalt mixture with stone-to-stone contact. The equation of coarse aggregate gradation is deduced from the Fuller's model. Fine aggregate gradation is calculated by using Fuller's equation. The asphalt mixture with the 16 mm maximum size of aggregate is verified. When the coefficient of coarse aggregate gradation is 0.35 and fine aggregate gradation is 0.25, the volume parameters of asphalt mixture meet the technical specifications. Moreover, the high temperature stability and crack resistance at low temperature are all well.  相似文献   
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建筑节能体系的经济评价与选择   总被引:3,自引:0,他引:3  
本文从经济学的角度对建筑节能体系进行了分析,并建立了全寿命周期经济分析模型,对建筑节能体系进行控制和评价。  相似文献   
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环境协调性高性能混凝土的研制   总被引:3,自引:0,他引:3  
本文在阐述水泥混凝土发展过程中所产生的主要生态环境问题,分析对地球生态环境的影响的基础上,讨论了环境协调性高性能混凝土的内涵,开发使用这种材料在保护环境、节约资源和能源等方面的社会意义,以及对其原材料的要求和发展这一材料尚需进行的工作.  相似文献   
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The effect of recycled coarse aggregate on concrete compressive strength was investigated based on the concrete skeleton theory. For this purpose, 30 mix proportions of concrete with target cube compressive strength ranging from 20 to 60 MPa were cast with normal coarse aggregate and recycled coarse aggregate from different strength parent concretes. Results of 28-d test show that the strength of different types of recycled aggregate affects the concrete strength obviously. The coarse aggregate added to mortar matrix plays a skeleton role and improves its compressive strength. The skeleton effect of coarse aggregate increases with the increasing strength of coarse aggregate, and normal coarse aggregate plays the highest, whereas the lowest concrete strength occurs when using the weak recycled coarse aggregate. There is a linear relationship between the concrete strength and the corresponding mortar matrix strength. Coarse aggregate skeleton formula is established, and values from experimental tests match the derived expressions.  相似文献   
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