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摘要:
The use of the sand concrete makes it possible to carry out a concrete having physico-mechanical properties answering the structural exigences and having economic and environmental advantages compared to the classical concrete. The present study aims to connecting the parameters of a formulation based on an empirical formula of Caquot in order to optimize, on the one hand the couple compressive strength/absorption of water under various degrees of hygrometry, and on the other hand more precisely to use the concrete sand in the public works sector in the prefabrication of prestressed beams and hollow bricks. The results show the importance of the type of formulation used because it takes into account the percentages of fillers of sand which is a co-product (waste) of massive rock crushing. In addition, the use of fillerized sands, which are wastes of crushing basaltic rocks and containing a small percentage of fillers, is efficient in the manufacture of prestressed beams. As for the hollow bricks, a fillerized basalt sand, containing a high percentage of filler, as well as a sand dune, gives satisfactory results.
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篇名 Physico-Mechanical Characterizations of Sand Concrete: Prestressed Beams and Hollow Bricks
来源期刊 土木工程期刊(英文) 学科 医学
关键词 WASTE COMPRESSIVE Strength PRESTRESSED Beam HOLLOW BRICKS
年,卷(期) tmgcqkyw,(2) 所属期刊栏目
研究方向 页码范围 256-270
页数 15页 分类号 R73
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WASTE
COMPRESSIVE
Strength
PRESTRESSED
Beam
HOLLOW
BRICKS
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研究分支
研究去脉
引文网络交叉学科
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期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
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