天然橡胶
下跌
材料科学
复合材料
极限抗拉强度
抗压强度
水泥
模数
出处
期刊:Applied Mechanics and Materials
[Trans Tech Publications, Ltd.]
日期:2013-12-01
卷期号:477-478: 953-958
被引量:8
标识
DOI:10.4028/www.scientific.net/amm.477-478.953
摘要
After rubber particles are incorporated into ordinary cement concrete, properties of concrete are changed. Specifically, by comparison with concrete without rubber particles, it reduces that the collapsed slump, apparent density, cubic compressive strength, splitting tensile strength and elastic modulus of rubber particles modified concrete. And when less than 50% of sand is replaced by rubber particles, rubber modified concrete can meet requirements of workability. Besides, its self-weight decreases, which is favorable for its structure to resist earthquakes.
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