摘要
文章比较了多类纤维增强碾压混凝土(RCC)的施工性能,并研究了硬化钢纤维增强RCC的轴向拉伸强度、极限拉伸应变、抗拉弹性模量及抗弯强度等若干力学性能,提出若干改善混凝土固有缺陷(脆性、束裂能力低等)的措施。
Based on the comparison of the construction property of a variety kinds of fiber reinforced roller compacted concrete (RCC) and a study on some mechanical properties of har dened steel fiber reinforced RCC including the axial tensile strength, limit tensile strain, tensile elastic modulus, as well as bending strength, etc., some measures are set forth for eliminating the intrinsic defects (brittleness and low crack resistance, etc.) of concrete.
作者
邹东明
李峰
ZOU Dong- ming, LI Feng (Shenzhen Yantian Port Co. Ltd., Shenzhen 518081, China)
出处
《水运工程》
北大核心
2000年第8期69-72,共4页
Port & Waterway Engineering
关键词
碾压混凝土
钢纤维
长径比
分数系数
性能试验
rolled compacted concrete (RCC)
fiber
steel fiber
VC value
mixed content
length- diameter ratio
dispersion coefficient
property test