Properties of self-compacting mortar made with various types of sand

被引:126
作者
Benabed, Benchaa [2 ]
Kadri, El-Hadj [3 ]
Azzouz, Lakhdar [2 ]
Kenai, Said [1 ]
机构
[1] Univ Blida, Civil Engn Lab, Blida, Algeria
[2] Univ Laghouat, Civil Engn Lab, Laghouat, Algeria
[3] Univ Cergy Pontoise, Lab L2MGC, Cergy Pontoise, France
关键词
Dune sand; Limestone fines; Self compacting mortar; Workability; Strength; CONCRETE; STRENGTH; AGGREGATE; FILLERS; FINES;
D O I
10.1016/j.cemconcomp.2012.07.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Higher cement and fines content is needed in self-compacting mortars (SCMs) to increase their flowability and stability. Different inert fillers and supplementary cementitious materials are usually added. The use of sands rich in fines may be a cost effective alternative source of filler. This paper presents the results of an experimental study on the rheological and mechanical properties of self-compacting mortars (SCMs) made with various types of sands: crushed sand (CS), river sand (RS), dune sand (DS) and a mixture of different sands. The mini-slump flow, V-funnel flow time and viscosity measurement tests were used to study the rheological properties. The experimental results indicate that the rheological properties and strength improve with mixtures of crushed and river sands but decrease with mixtures of crushed and dune sands especially for higher dune sand content. Crushed sand with (10-15%) of limestone fines can be used successfully in production of SCM with good rheological and strength properties. However, a reduction in compressive strength with increasing dune sand content (up to 50%) in mortar with binary and ternary sands was observed. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1167 / 1173
页数:7
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