The Structural Engineer > Archive > Volume 12 (1934) > Issues > Issue 2 > Water Ratio Rules and their Limitations
Name of File 1425-12-02.pdf cached at 20/04/2019 17:41:53 - with 8 pages. pdfPath: E:\\CMS\webtest\files\0a\0a861d92-08c8-4cd6-9a23-8b7d90087742.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\0a861d92-08c8-4cd6-9a23-8b7d90087742_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 0a861d92-08c8-4cd6-9a23-8b7d90087742_1.png

Members/subscribers must be logged in to view this article

Water Ratio Rules and their Limitations

WATER ratio rules appear to afford a simple method of controlling the strength of concrete. It is true that the application of such rules in practice is complicated by the necessity for allowances for the absorptions of the aggregates or for the free water which may be present in them, but this may be regarded as a legitimate problem for the engineer in charge. The real difficulty lies in the fact that strength is also affected by other factors relating to the composition of the concrete, and, in the brief introductory account which follows, methods of making allowance for the effects of these factors are mentioned. W. Hunter

Author(s): Hunter, W