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contributor authorJin Yang
contributor authorJinfu Wang
contributor authorXingyang He
contributor authorXiaolei Yu
contributor authorYing Su
contributor authorJianxiang Huang
contributor authorSang-Keun Oh
date accessioned2023-11-27T23:47:49Z
date available2023-11-27T23:47:49Z
date issued5/29/2023 12:00:00 AM
date issued2023-05-29
identifier otherJMCEE7.MTENG-15557.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293850
description abstractStyrene-acrylic emulsion (SAE)-modified mortar is typically used as an impermeable cement-based material. Although high-volume SAE-modified mortar shows excellent penetration resistance performance, this property can also cause compressive strength loss. In this work, sodium oleate (SO) is used as a hydrophobic agent to enhance the antipermeability of mortar with low SAE content. The influence of the incorporation of hydrophobic agent on the mechanical properties, hydration characteristics, water absorption, and impermeable and hydrophobic properties of low content polymer emulsion-modified cement mortars was investigated. The results show that the mortar with 5% SAE and 1% SO has better impermeability, hydrophobicity, and compressive strength than a mortar with 15% SAE only, which is attributed to the physical barrier of SAE and the hydrophobicity of SO. SO works well with 5% SAE-modified mortar, and the improvements in all aspects of the performance are greater than that of the high content SAE-SO–modified mortars. However, increasing the amount of SO will not bring continuous improvement in antipermeability, as the air-entraining effects of SO increase the porosity of the matrix.
publisherASCE
titleSodium Oleate and Styrene-Acrylate Copolymer Emulsion-Modified Cement Mortar: Functional Combination of Physical Barrier and Hydrophobicity
typeJournal Article
journal volume35
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15557
journal fristpage04023242-1
journal lastpage04023242-13
page13
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008
contenttypeFulltext


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