SELF-STRESSING CONCRETE ON THE BASIS OF CEMENT ASHES
Abstract
The composition of self-stressing concrete with expanding additive in the form of high-in
calcium ashes and gypsum plaster is given; models of dependence of the level of self-stressing
concrete on the property and quantity of additives are introduced. The influence of the level of
self-stressing on the strength of spirally reinforced samples is studied.
Issue
Section
Construction materials, products and structures