IMPACT OF ADDED CHALCEDONITE POWDER ON SELECTED CONCRETE PROPERTIES
Journal Title: Structure and Environment - Year 2017, Vol 0, Issue 4
Abstract
This article is about laboratory tests of concretes with 0%, 10%, 20% of the chalcedonite powder. Tested were the effect of the additions on compressive strength, absorbency and capillary strength of concrete. Compression strength was tested after 7, 14, 28, 56 and 90 days. The absorbability and capillary reinforcement of the concretes were tested after 28, 56 and 90 days. For concrete samples with 20% of the powder, the decrease in strength after 90 days of maturation is no more than 5% compared to the non-additive concrete series. In the absorbance test for the tested series with 20% of chalcedonite powder, a loss of weight gain of 11.3% was noted for the non-additive concrete after 90 days of maturation. The longer the concrete matures, the smaller the weight gain in the capillary action test. A similar tendency was noted for the amount of added additive. The more of the additive, the smaller the mass gain in absorbability and capillary action.
Authors and Affiliations
Anna Kotwa
THE ASSESSMENT OF FIRE SAFETY OF STEEL STRUCTURAL ROOF
The paper provides a fire analysis of steel structural roof. The analysis was carried in accordance with the Eurocode. The fire impact on the structure was evaluated with respect to three criteria: bearing capacity, temp...
ALTERNATlVE METHODS OF OBTAINING GEOTHERMAL HEAT FROM THE EARTH
The paper describes the possibility of obtaining low-potential heat of the earth from deep borehole. It describes the possibilities of using a heat pump in combination with a heat pipe. The gravity heat pipe with the wor...
NON-LINEAR MASTIC CHARACTERISTICS BASED ON THE MODIFIED MSCR (MULTIPLE STRESS CREEP RECOVERY) TEST
Mastic containing asphalt in its composition is an example of a viscoelastic material. It is an effective binder in asphalt. It consists of a filler (<0.063 mm) and asphalt mixed in the right proportions. Just like in as...
THE MAIN DIRECTIONS OF PREFABRICATED LARGE-PANEL SYSTEMS’ IMPROVING
The article discusses the features of the formation and development of prefabricated large-panel systems in civil engineering. Their advantages and disadvantages are given taking into account a variety of urban planning,...
FID SIGNAL INTENSITY IN THE NMR STUDIES OF COHESIVE SOILS AT THE POSITIVE TEMPERATURE RANGE
The purpose of this study was to explain the reason of the FID signal intensity change for soil samples in the positive temperature range (0-40°C). According to the reference data the main cause is the presence of the pa...