Review of Water Ingress Characteristic of Stressed Masonry
Publication: Journal of Materials in Civil Engineering
Volume 13, Issue 5
Abstract
Studies have found that over 80% of total water ingress occurs at the brick/mortar interface and not through the brick unit or the mortar. The interface between the brick and mortar is influenced by the tensile bond strength between the two, which is highly affected by the applied load on the structure. However, numerous and often innovative laboratory testing techniques have been developed to assess water ingress under realistic weather conditions, but they consider only unstressed panels. One of the main objectives of this paper is to identify how crucial is the changing of loading direction and applied stress level on the formation of cracks and eventually on water ingress at the brick/mortar interfaces in masonry walls. The paper also presents some of the results from a research program carried out recently on stressed brickwork masonry, which shows that stressing has a fundamental and quantifiable effect on controlling water ingress.
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References
1.
Ali, S., and Page, A. W. ( 1988). “Concentrated loads on solid masonry walls: Parametric study and design recommendation.” Proc., Instn. Civ. Engrs., Part 2, Thomas Telford Services Ltd., London, Vol. 85, 271–289.
2.
Atkinson, R. H., and Noland, J. L. ( 1983). “Proposed failure theory for brick masonry in compression.” Proc., 3rd Can. Masonry Symp., J. Landworth and J. Warmurak, eds., Edmonton, Canada, 5.1–5.17.
3.
Barkofsky, P. R., and Driscoll, M. E. ( 1993). “Theoretical model of water penetration into concrete masonry units.” Masonry: Design and construction, problems and repair, ASTM STP 1180, J. M. Melander and L. R. Lauersdorf, eds., ASTM, West Conshohocken, Pa., 301–313.
4.
Birkeland, O., and Svendsen, S. D. ( 1962). “Norwegian test methods for rain penetration through masonry walls.” Symp., Masonry Testing, ASTM STP 320, ASTM, 3–15.
5.
Bright, N. J., Saunders, J. D., and Fudge, C. A. ( 1990). “Influence of workmanship on the aesthetics of calcium silicate brickwork.” Masonry Int., Sherwin Rivers Ltd., Stoke-on-Trent, U.K., 73–76.
6.
British Standards Institution (BSI). ( 1970a). BS 4315: Methods of testing for resistance to air and water penetration. Part 1: Windows and glazing systems, London.
7.
British Standards Institution (BSI). ( 1970b). BS 4315: Methods of testing for resistance to air and water penetration. Part 2: Permeable walling (construction), London.
8.
Butterworth, B., and Skeen, J. W. ( 1962). “Experiments on rain penetration of brickwork.” Trans. British Ceramic Soc., Berkshire, U.K., 61(9), 487–519.
9.
Davidson, J. I. ( 1980). “Linear expansion due to freezing and other properties of brick.” Proc., 2nd Can. Symp., G. T. Sutter and H. Keller, eds., Carleton University, Ottawa, 13–24.
10.
Driscoll, M. E., and Gates, R. E. ( 1993). “Comparative review of various test methods for evaluating water penetration resistance of concrete masonry wall units.” Masonry: Design and construction, problems and repair, ASTM STP 1180, J. M. Melander and L. R. Lauersdorf, eds., ASTM, 228–239.
11.
Drysdale, R. G., and Hamid, A. A. (1984). “Tension failure criteria for plain concrete masonry.”J. Struct. Engrg., ASCE, 110(2), 228–244.
12.
Ghazali, M. Z., and Riddington, J. K. ( 1988). “Simple test method for masonry shear strength.” Proc., Inst. of Civ. Engrs., Part 2, Thomas Telford Services Ltd., London, 567–574.
13.
Grimm, C. T. ( 1982). “Driving rain index for masonry walls.” Masonry: Materials, properties and performance, ASTM STP 778, J. G. Borchelt, ed., ASTM, 237–244.
14.
Grimm, C. T. ( 1997). “Masonry cracks: cause, prevention and repair.” Masonry Int., Sherwin Rivers Ltd., Stoke-on-Trent, U.K., 10(3), 66–76.
15.
Hamid, A. A., and Drysdale, R. G. ( 1992). “Behaviour of brick masonry under combined shear and compression loading.” 6th Int. Masonry Conf., London, May, 51–64.
16.
Hansen, W., and Kung, J. H. ( 1988). “Pore structure and frost durability of clay bricks.” Mat. and Struct., Paris, 21(126), 443–447.
17.
Hendry, A. W. ( 1988). “Workmanship factors and strength of masonry.” Masonry Int., Sherwin Rivers Ltd., Stoke-on-Trent, U.K., 89–92.
18.
Hendry, A. W. ( 1998). Structural masonry, McMillan, 2nd ed., London.
19.
Hendry, A. W., Sinha, B. P., and Davies, S. R. ( 1997). Load bearing brickwork design, 2nd Ed., Ellis Howard Ltd.
20.
Hilsdorf, H. K. ( 1969). “Investigation into failure mechanism of brick masonry loaded in axial compression.” Engineering and constructing with masonry products, F. B. Johnson, ed., Golf, Houston, Tex., 34–41.
21.
Jessop, E. L. ( 1980). “Moisture, thermal, elastic and creep properties of masonry: State of art report.” Proc., 2nd Can. Masonry Symp., G. T. Stutter and H. Keller, eds., Carleton University, Ottawa, 505–520.
22.
Kermani, A. ( 1991). “Permeability of stressed concrete.” Int. J. Res. and Devel., Build. Res. and Information, 19(6), 360–366.
23.
Khalaf, F., Hendry, A. W., and Fairbairn, D. R. ( 1990). “Concrete block masonry prisms compressed normal and parallel to bed face.” 5th North Am. Masonry Conf., University of Illinois at Urbana-Champaign, 595–614.
24.
Khoo, C. L., and Hendry, A. W. ( 1975). “Failure criterion for brickwork in axial compression.” Proc., 3rd Int. Brick Masonry Conf., L. Foertig and K. Gobel, eds., Bundesverband der Deutschen Ziegelindustrie, Bonn, Germany, 139–145.
25.
Kralj, B., Middleton, J., and Pande, G. N. ( 1991a). “Numerical model for prediction of frost damage to brickwork.” Masonry Int., Sherwin Rivers Ltd., Stoke-on-Trent, U.K., 4(3), 89–93.
26.
Kralj, B., Pande, G. N., and Middleton, J. ( 1991b). “On mechanism of frost damage to brick masonry.” Comp. and Struct., 41(1), 53–66.
27.
Krogstad, N. V., and Weber, R. A. ( 1993). “Using modified ASTM E 1105 to evaluate resistance of masonry barrier, mass and skin walls to rain.” Masonry: Design and construction, problems and repair, ASTM STP 1180, J. M. Melander and L. R. Lauersdorf, eds., ASTM, West Conshohocken, Pa., 265–275.
28.
Lacy, R. E. ( 1971). “Index of exposure to driving rain.” Build. Res. Station Dig., March, 1–8.
29.
Ludirdja, D., Berger, R. L., and Young, J. F. ( 1989). “Simple methods for measuring water permeability of concrete.” ACI Mat. J., 86(5), 433–439.
30.
Luping, T., and Nilsson, A. ( 1992). “Study of quantitative relationship between permeability and pore size distribution of hardened cement paste.” Cement and Concrete Res., 22(4), 541–550.
31.
McBurney, J. W. ( 1929). “Water absorption and penetrability of brick.” Proc., ASTM, Vol. 29, Part 2, 711–739.
32.
McMillan, F. R., and Lyse, I. ( 1930). “Some permeability studies of concrete.” Proc., American Concrete Institute, May, 101–142.
33.
Mehta, P. K., and Manmohan, D. ( 1988). “Pore size distribution and permeability of hardened cement pastes.” Int. Congr. of Chem., Paris, Part 7, 1–5.
34.
Neville, A. M. ( 1995). Properties of concrete, Longman's, London.
35.
Newman, A. J., and Whiteside, D. ( 1981). “Water and air penetration through brick walls—Theoretical and experimental study.” Trans. J. British Ceramics Soc., 80(1), 27–36.
36.
Nyame, B. K. ( 1979). “Permeability and pore structure of hardened cement paste and mortar.” PhD thesis, Dept. of Civ. Engrg., University of London.
37.
Nyame, B. K., and Illston, S. M. ( 1981). “Relationship between permeability and pore structure of hardened cement paste.” Mag. of Concrete Res., Thomas Telford Services, Ltd., London, 33(116), 139–146.
38.
Palmer, L. A. ( 1931). “Water penetration through brick—Mortar assemblages.” J. Clay Products Inst., Sept., 19–31.
39.
Powers, T. C., Copeland, L. E., Hayes, J. C., and Mann, H. M. ( 1954). “Permeability of portland cement paste.” Proc., Am. Concrete Inst., 51, 285–298.
40.
Powers, T. C., Mann, H. M., and Copeland, L. E. ( 1959). “Flow of water in hardened portland cement paste.” Highways Res. Board Specification, Rep. No. 40, 308–323.
41.
Robinson, G. C. ( 1984). “Relationship between pore structure and permeability of brick.” Am. Ceramic Soc. Bull., 63(2), 295–300.
42.
Tait, C. J. ( 1999). “Water ingress characteristics of stressed masonry.” PhD thesis, Napier University, Edinburgh, Scotland.
43.
Tait, C. J., Kermani, A., and Khalaf, F. M. ( 1996). “Permeability of concrete: Practical approach.” Concrete in service of mankind, Int. Congr., University of Dundee, Scotland, 435–441.
44.
Thomas, K. ( 1976). “Design of rain penetration machine to comply with British standard requirements.” 4th Int. Brick-Masonry Conf., 5–10.
45.
Wallsgrove, J. ( 1995). “Aesthetics of load-bearing arch bridges.” Proc., 1st Int. Conf. on Arch Bridges, Bolton, U.K., Sept., 3–10.
46.
Wiley, G., and Coulson, D. C. ( 1938). “Simple test for water permeability.” J. Am. Concrete Inst., 34, Sept., 65–75.
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Received: Feb 24, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001
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