Skip to Main Content
Skip Nav Destination
ASTM Selected Technical Papers
Durability of Building Materials and Components
By
PJ Sereda
PJ Sereda
1Division of Building Research,
National Research Council of Canada
,
Ottawa,
Canada
;
editors
.
Search for other works by this author on:
GG Litvan
GG Litvan
1Division of Building Research,
National Research Council of Canada
,
Ottawa,
Canada
;
editors
.
Search for other works by this author on:
ISBN-10:
0-8031-0325-5
ISBN:
978-0-8031-0325-2
No. of Pages:
1047
Publisher:
ASTM International
Publication date:
1980

A suite of 27 rock specimens from active quarries in Southwestern Ontario was collected, and represents the Paleozoic carbonates used as concrete aggregates. Cores and crushed, sized aggregate were obtained from the specimens and subjected to the following tests: water adsorption at 45 and 92 percent humidity at 30°C; thermal expansion coefficient determination in dry and in saturated states; chemical analyses for major oxide content; and soundness tests by modified freeze-thaw methods.

Statistical analysis of the results give a direct, positive correlation matrix of greater than 95 percent confidence level for the following: adsorption at 45 percent and 92 percent relative humidity; alumina + silica (Al2O3 + SiO2) content-expansion coefficient in saturated state; and freeze-thaw loss. Negative significant correlation was obtained between the calcium oxide (CaO) and magnesium oxide (MgO) content and the wet and dry expansion coefficients. No correlation was observed between dry expansion coefficients and freeze-thaw loss. Dry rocks were found to have significantly but nonuniformly higher expansion coefficients than saturated rocks. However, the latter are more indicative of rocks' durability.

A model for rock deterioration is presented, based on expansion and contraction during wetting-drying and warming-cooling cycles.

1.
Callan
,
E. J.
, “
Thermal Properties of Mass Concretes as Influenced by the Aggregates
,” Bulletin No. 39, Waterways Experiment Station,
U.S. Army Corps of Engineers
,
1954
.
2.
Hallock
,
W.
, “
Preliminary Notes on the Coefficients of Thermal Expansion of Certain Rocks
,” Bulletin No. 78,
U.S. Geological Survey
,
1891
.
3.
Koenitzer
,
L. H.
, “
Elastic and Thermal Expansion Properties of Concrete as Affected by Similar Properties of the Aggregate
,”
American Society for Testing and Materials
, Vol.
36
, Part 2,
1936
, p. 393.
4.
Harvey
,
R. D.
, “
Thermal Expansion of Certain Illinois Limestones
,” Industrial Minerals Notes, No. 24,
Illinois State Geological Survey
,
1966
.
5.
Sitar
,
N.
, “
Relationship Between Sorption Characteristics and Dimensional Changes in Carbonate Rocks
,” unpublished B.A.Sc. thesis,
University of Windsor, Ontario
,
1973
.
6.
MacKay
,
M. H.
, “
The Effects of NaCl and Ethylene Glycol on Sorption and Expansion Characteristics in Carbonate Rock Aggregate
,” unpublished B.A.Sc. thesis,
University of Windsor
, Ontario,
1976
.
7.
Litvan
,
G. G.
,
Journal of the American Ceramic Society
 0002-7820, Vol.
58
, No.
1
,
1975
, pp. 26–30.
8.
Dunn
,
J. R.
and
Hudec
,
P. P.
, “
Frost and Sorption Effects in Argillaceous Rocks
,” Highway Research Record No. 393,
Highway Research Board
,
1972
.
9.
Vos.
M. A.
and
Moddle
,
D. A.
,
Repetitive Wetting and Drying as Test of Weathering Resistance
, Can. Inst. Min. Met., Vol.
69
, No.
766
,
1976
, pp. 103–108.
10.
Hudec
,
P. P.
and
Sitar
,
N.
, “
Effect of Water Sorption on Carbonate Rock Expansivity
,”
Canadian Geotechnical Journal
 0008-3674, Vol.
12
, No.
2
,
1975
.
11.
Hudec
,
P. P.
in
Proceedings
, 2nd International Symposium on Water-Rock Interaction,
Strasbourg, France
, Vol.
4
,
1977
, p. 38–A5.
12.
Sinnott
,
J. D.
, “
The Effect of Sorption and Major Oxide Content on the Thermal Expansivity of Carbonate Rock Cores in Dry and Saturated States
,” unpublished, B.A.Sc. thesis,
University of Windsor, Ontario
,
1977
.
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal