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Experimental Study of Waste Tire Rubber,Wood-Plastic Particles and Shale Ceramsite on the Performance of Self-Compacting Concrete 被引量:7
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作者 Lei Tian Liuchao Qiu +1 位作者 Jingjun Li Yongsen Yang 《Journal of Renewable Materials》 SCIE EI 2020年第2期153-170,共18页
In recent decades,the utilization of waste tires,plastic and artificial shale ceramsite as alternative fine aggregate to make self-compacting concrete(SCC)has been recognized as an eco-friendly and sustainable method ... In recent decades,the utilization of waste tires,plastic and artificial shale ceramsite as alternative fine aggregate to make self-compacting concrete(SCC)has been recognized as an eco-friendly and sustainable method to manufacture renewable construction materials.In this study,three kinds of recycled aggregates:recycled tire rubber particles,wood-plastic particles,artificial shale ceramsite were used to replace the sand by different volume(5%,10%,20%and 30%),and their effects on the fresh and hardened properties of SCC were investigated.The slump flow and V-funnel tests were conducted to evaluate the fresh properties of modified-SCC mixtures.The hardened properties include 3,7 and 28-day compressive strengths,axial compressive strength,static elastic modulus,and compressive stress-strain behavior at 28 days.The test results showed that the incorporation of these three kinds of alternative aggregates had a negative impact on the fresh properties of SCC.Besides,the 28-day compressive strength and axial compressive strength decreased with the increase of rubber and wood-plastic particles content.In this experiment,all the three kinds of recycled aggregates can improve the ductility and deformability of SCC,and the most excellent performance comes from SCC with recycled rubber particles. 展开更多
关键词 self-compacting concrete recycled aggregates lightweight aggregates waste management
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自密实轻骨料混凝土耐久性能研究 被引量:3
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作者 王振军 张思宇 +1 位作者 薛军鹏 王笑风 《南昌大学学报(工科版)》 CAS 2006年第2期197-200,共4页
针对自密实轻骨料混凝土(SCLC)与普通混凝土耐久性能的不同,对LC30、LC40和LC50 SCLC与同强度等级普通混凝土,采用混凝土耐久性能试验方法,研究了SCLC的抗冻融、抗渗、抗碳化、干缩变形等耐久性能指标.试验结果表明,用预吸水24 h轻骨料... 针对自密实轻骨料混凝土(SCLC)与普通混凝土耐久性能的不同,对LC30、LC40和LC50 SCLC与同强度等级普通混凝土,采用混凝土耐久性能试验方法,研究了SCLC的抗冻融、抗渗、抗碳化、干缩变形等耐久性能指标.试验结果表明,用预吸水24 h轻骨料配制的SCLC抗冻性能要差于用未吸水轻骨料配制的SCLC,但仍能满足规范要求;SCLC的抗渗性能和抗碳化能力要优于普通混凝土,但其在自然条件下的干缩值要大于普通混凝土. 展开更多
关键词 自密实轻骨料混凝土 普通混凝土 耐久性试验 耐久性能
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