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An alternative to conventional concrete overlay material: Engineered Cementitious Composites (ECC)

机译:传统混凝土覆盖材料的替代方案:工程化水泥复合材料(ECC)

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Rigid pavement overlays have been used for construction and repair applications of structures such as highways, bridge-decks and airports for many years. Although, rigid pavement overlays have advantages as long service life and high durability, problems are encountered particularly on reflective cracking and bond properties. The superior ductility with high strength and improved durability characteristics suggest that the Engineered Cementitious Composites (ECC) could be used as an attractive alternative to conventional concrete overlay materials. In this paper, emphasis is placed on the accumulated knowledge on rigid pavement overlay performances of high volume fly ash or ground granulated blast furnace slag incorporated ECC under typical mechanical loads associated with traffic and environment. Fatigue performance, flexural behavior, reflective cracking characteristics and bond properties (by slant shear test) between the overlay and substrate concrete were investigated as performance criteria. As a result, ECC has important potential to be used as an overlay material.
机译:刚性路面覆盖层已被用于建筑和修理结构的结构,如高速公路,桥式甲板和机场多年。虽然,刚性路面覆盖层具有长寿寿命和高耐久性的优点,但特别是在反射裂缝和粘合性质上遇到的问题。具有高强度和改善的耐久性特性的较高延展性表明,工程化水泥复合材料(ECC)可用作传统混凝土覆盖材料的有吸引力的替代品。在本文中,重点放置在高容量粉煤灰或地粒状高炉渣的刚性路面覆盖性能上的累积知识结合了ECC,在与交通和环境相关联的典型机械负载下。研究了覆盖和衬底混凝土之间的疲劳性能,弯曲行为,反射裂缝特性和粘合性(通过倾斜剪切试验)作为性能标准。结果,ECC具有用作覆盖材料的重要电位。

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