TY - JOUR
T1 - Effects of Ultrafine Powders on the Properties of the Lubrication Layer and Highly Flowable Concrete
AU - Liu, Jianzhong
AU - Wang, Kejin
AU - Zhang, Qianqian
AU - Lomboy, Gilson R.
AU - Zhang, Lihui
AU - Liu, Jiaping
N1 - Publisher Copyright:
© 2020 American Society of Civil Engineers.
PY - 2020/5/1
Y1 - 2020/5/1
N2 - The friction at the steel pipe-flowing concrete interface plays an important role in concrete pumpability. To reduce the friction or improve pumpability, in this paper, various ultrafine powders (nanoclay, nano-CaCO3, and microsized marble powder) are incorporated into a highly flowable concrete mixture with a low water-binder ratio (w/b=0.35) at a dosage of 1% (by weight) as a cement replacement. The effects of these ultrafine powders on rheology of the concrete and the properties of the lubrication layer, near the steel pipe-concrete interface, are studied by a portable rheometer and tribometer. The thickness of the lubrication layer of each concrete mixture is determined using a microindentation test method. The results show that 1% nanoclay and nano-CaCO3 replacement increases the rheological parameter values (e.g., yield stress, viscosity) of both bulk concrete and the lubrication layer. However, 1% marble powder replacement largely reduces the viscosity of the lubrication layer as well as the pumping pressure. The thickness of the lubrication layer of the concrete mixtures studied is about 1-2 mm.
AB - The friction at the steel pipe-flowing concrete interface plays an important role in concrete pumpability. To reduce the friction or improve pumpability, in this paper, various ultrafine powders (nanoclay, nano-CaCO3, and microsized marble powder) are incorporated into a highly flowable concrete mixture with a low water-binder ratio (w/b=0.35) at a dosage of 1% (by weight) as a cement replacement. The effects of these ultrafine powders on rheology of the concrete and the properties of the lubrication layer, near the steel pipe-concrete interface, are studied by a portable rheometer and tribometer. The thickness of the lubrication layer of each concrete mixture is determined using a microindentation test method. The results show that 1% nanoclay and nano-CaCO3 replacement increases the rheological parameter values (e.g., yield stress, viscosity) of both bulk concrete and the lubrication layer. However, 1% marble powder replacement largely reduces the viscosity of the lubrication layer as well as the pumping pressure. The thickness of the lubrication layer of the concrete mixtures studied is about 1-2 mm.
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U2 - 10.1061/(ASCE)MT.1943-5533.0003193
DO - 10.1061/(ASCE)MT.1943-5533.0003193
M3 - Article
AN - SCOPUS:85081128715
SN - 0899-1561
VL - 32
JO - Journal of Materials in Civil Engineering
JF - Journal of Materials in Civil Engineering
IS - 5
M1 - 04020099
ER -