Title of article
Analytical solutions for bleeding of concrete due to consolidation
Author/Authors
P.H. Morris، نويسنده , , P.F. Dux، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2010
Pages
10
From page
1531
To page
1540
Abstract
The bleeding of cement pastes, cement mortars, and concrete is due primarily to the self-weight consolidation of the granular skeleton formed by the solid constituents thereof. However, the effects of hydration can end this process prematurely. Linear finite- and small-strain analytical solutions of bleeding as a consolidation process that account for the effects of hydration are presented and then validated by comparison with laboratory data for cement pastes and concretes. Contrary to earlier assertions that a finite-strain model is required to model bleeding, the new finite- and small-strain solutions model the bleeding of the relatively shallow specimens analysed equally well. However, further research is necessary to establish whether small-strain solutions can model adequately the bleeding of comparatively deep concrete layers, and methods of determining the values of input parameters for the new solutions are also required. A potential method of determining one of these, the time of set, is discussed briefly.
Keywords
analytical solutions , Bleeding (A) , Hydration (A) , Fresh concrete (A) , Modelling (E)
Journal title
CEMENT AND CONCRETE RESEARCH
Serial Year
2010
Journal title
CEMENT AND CONCRETE RESEARCH
Record number
1216865
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