Influence of cement matrix porosity on the triaxial behaviour of concrete

被引:57
|
作者
Zingg, Ludovic
Briffaut, Matthieu [1 ]
Baroth, Julien
Malecot, Yann
机构
[1] Univ Grenoble Alpes, 3SR, F-38000 Grenoble, France
关键词
Triaxial test; Pore size distribution; High performance concrete; Mechanical properties; Compressive strength; STRENGTH; SIZE;
D O I
10.1016/j.cemconres.2015.10.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article focuses on the influence of the cement matrix porosity on the triaxial behaviour of concrete in the presence of high confining pressures. It offers new experimental results on two concretes, respectively a high performance concrete (HPC) and a low performance concrete (LPC). These results complement recent studies on ordinary concrete (OC), in using the same large-capacity triaxial press. This paper serves to better characterise the behaviour of these 3 concretes, whose porosities are very different in terms of volume and size; moreover, it emphasises that the contribution of cement matrix strength (mainly linked to its porosity) decreases at high confining pressures and that concrete behaviour is governed by the granular skeleton, even when the capillary porosity is low or the entrapped air porosity is high. To reach this level of residual behaviour, higher confining pressures are needed for HPC, even if the amount of porosity compacted is smaller. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:52 / 59
页数:8
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