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contributor authorJianzhong Liu
contributor authorKejin Wang
contributor authorQianqian Zhang
contributor authorGilson R. Lomboy
contributor authorLihui Zhang
contributor authorJiaping Liu
date accessioned2022-01-30T19:58:56Z
date available2022-01-30T19:58:56Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003193.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266313
description abstractThe 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.
publisherASCE
titleEffects of Ultrafine Powders on the Properties of the Lubrication Layer and Highly Flowable Concrete
typeJournal Paper
journal volume32
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003193
page04020099
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 005
contenttypeFulltext


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