JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Characteristics of Natural Hydraulic Lime Mortar Mixed with Basalt Fiber
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Characteristics of Natural Hydraulic Lime Mortar Mixed with Basalt Fiber
Moon, Ki-Yeon; Cho, Jin-Sang; Cho, Kye-Hong; Hong, Chang-Woo;
  PDF(new window)
 Abstract
In this study, the strength properties of NHL based mortar with blending basalt fiber were investigated. In the first step, it was evaluated that physical properties of NHL based mortar according to mixing method of four types of basalt fiber and then mixing method of one type was selected. As a result of assessment, it showed that the physical properties with mixing method of dry blending were better than that of wet blending and mixing method that basalt fiber pre-mixed with NHL for 5 min in a blender was selected and water and aggregate were finally added. Secondly, the investigation of blending fiber length on the compressive and flexural strength for basalt fiber reinforced NHL based mortars was carried out. The compressive strength was decreased with adding fiber, and the flexural strength was increased more than plain mortar. In the case of adding 6 mm fiber, the compressive and flexural strength were improved more than that of others.
 Keywords
Natural hydraulic lime;Basalt fiber;Mixing method;Compressive strength;Flexural strength;
 Language
Korean
 Cited by
 References
1.
Parnas, R., Shaw, M. and Liu, Q., 2007 : Basalt fiber reinforced polymer composites, The New England Transportation Consortium

2.
Chun, S. H. and Kim, H. D., 2009 : Physical properties of basalt chopped fiber reinforced cement composite, Journal of Korea Academia-Industrial Cooperation Society, 10(6), pp. 1298-1303. crossref(new window)

3.
Kunal Singha., 2012 : A Short Review on Basalt Fiber, International Journal of Textile Science, 1(4), pp. 19-28.

4.
Czigany, T., Vad, J and Ooloskei, K., 2005 : Basalt fiber as a reinforcement of polymer composites, Periodica Polytechnica Mechanical Engineering., 49, pp. 3-14.

5.
Choi, Y. W. et. al., 2014 : The Experimental study on the fluidity properties of mortar using basalt fiber and high volume fly ash, Journal of the Korean Recycled Construction Resources Institute, 2(4), pp. 345-353. crossref(new window)

6.
BS EN 459-1 : 2010 : Building lime, Part 1 : definitions, specifications and conformity criteria, British-Adopted European Standard, UK

7.
Harrison, A., 2005 : Carbonating and hydraulic mortars, TecEco Pty. Ltd., Hobart, Tasmania, Australia

8.
Lawrence, R. M., 2006 : A study of carbonation in nonhydraulic lime mortars, University of Bath

9.
Jeon, J. K., You, J. O. and You, S. Y., 2007 : Estimation on the dispersibility and crack resistance of fiber reinforced concrete, Conference of Korea Concrete Institute, pp. 745-748.

10.
Kim, B. I and Lee, S. H., 2014 : Comparison analysis of fiber distribution and workability for amorphous steel fiber reinforced concrete, Journal of the Korean Institute of Resources Recycling, 23(4), pp. 47-57.

11.
Choi, E. K., Lee, J. Y and Lee, C. S., 2004 : Effects of Wood sponge Pulp on Dispersion and Adherence of Fibers as well as Interfacial matrices in Fiber-reinforced Cement Composite, Journal of the Architectural Institute of Korea, 20(5), pp. 67-74.

12.
Park, S. B., Kim, J. S and Kim, Y. Y., 2008 : Rheology Control of Cement Paste for Applying ECC Produced with Slag Particles to Self-Consolidating and Shotcreting Process , Journal of the Korea Concrete Institute, 20(1), pp. 67-75. crossref(new window)

13.
Choi, J. I. et. al., 2015 : Engineering property of basalt fiber as a reinforcing fiber, Journal of the Korean Recycled Construction Resources Institute, 3(1), pp. 84-89. crossref(new window)

14.
Kim, J. S. er. al., 2010 : Tensile and fiber dispersion performance of ECC (Engineered Cementitious Composites) designed with ground granulated blast furnace slag, Journal of the Regional Association of Architectural Institute of Korea, 12(2), pp. 209-216.

15.
You, K. P. and Hyung, W. G., 2014 : Bond strength and tensile strength of polymer-modified mortar using styrene and butyl acrylate, Polymer(Korea), 38(6), pp. 820-826.