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首页> 外文期刊>Engineering journal >Laboratory Evaluation of Alkali-Activated Slag Concrete Pavement Containing Silica fume and Carbon Nanotubes
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Laboratory Evaluation of Alkali-Activated Slag Concrete Pavement Containing Silica fume and Carbon Nanotubes

机译:含硅和碳纳米管的碱活性矿渣混凝土路面实验室评价

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Engineers and contractors strive to find the best type of concrete pavement for use in various conditions and applications due to poor performance of asphalt pavements in different climatic conditions, rapid erosion of pavement, poor durability and change in performance characteristics during operation and being non-economic during the period of operation compared to concrete pavements, and not being consistent with the sustainable development principles due to the use of oil-based adhesives. The most common use for portland cement is in the production of concrete that has led to production of greenhouse gases, including carbon dioxide, and global warming has been one of its consequences. More attention has been paid to alkali-activated concrete pavement as a solution because of these effects. The present study has investigated the behavior of alkali-activated slag (AAS) concrete pavement containing silica fume and carbon nanotubes (CNTs). For this purpose, silica fume and CNTs were used as additive for active alkali slag concrete, respectively. The flexural strength, compressive strength, tensile strength, chloride ion charge passed and durability against freeze-thaw cycles was decreased and water penetration was increased by adding silica fume and the use of CNTs in concrete has increased flexural strength, compressive strength, tensile strength, chloride ion charge passed and durability against freeze-thaw cycles and decreased water penetration. The addition of CNTs should have an optimum amount of 5%, so that the mechanical properties and durability of concrete will be decreased by adding more of this additive. The best mix design is for alkali activated slag carbon nanotubes (AASN5) sample, the properties of flexural strength (9%), compressive strength (15%), tensile strength (15%) and chloride ion charge passed (38%) of the AASN5 sample have increased compared to AAS for 28-day curing and penetration (33%) and weight loss decreased after freeze-thaw cycle.
机译:工程师和承包商努力在各种条件和应用中寻找最佳类型的混凝土路面,由于沥青路面在不同气候条件下的性能不佳,路面迅速侵蚀,耐久性差,在运行期间的性能特征变化以及非经济在运行期间与混凝土路面相比,由于使用油基粘合剂,而不是符合可持续发展原则。波特兰水泥最常用的用途是生产的混凝土,导致生产温室气体,包括二氧化碳,全球变暖是其后果之一。由于这些效果,对碱活化的混凝土路面进行了更多的注意。本研究研究了含有二氧化硅烟气和碳纳米管(CNT)的碱活性炉渣(AAS)混凝土路面的行为。为此目的,分别用作活性碱渣混凝土的二氧化硅烟雾和CNT。弯曲强度,抗压强度,拉伸强度,氯化物离子电荷通过和耐冻融循环的耐久性降低,并通过加入二氧化硅烟雾来增加水渗透,并在混凝土中使用CNT具有增加的弯曲强度,抗压强度,拉伸强度,氯化物离子电荷通过和耐用耐冻融循环和降低水渗透率。加入CNT应具有5%的最佳量,因此通过添加更多这些添加剂,将降低混凝土的机械性能和耐久性。最佳的混合设计适用于碱活性渣碳纳米管(AASN5)样品,弯曲强度的性质(9%),抗压强度(15%),拉伸强度(15%)和氯离子电荷通过(38%)与AAS相比,AASN5样品与28天固化和渗透率(33%)(33%)和重量损失减少,在冻融循环后减少。

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