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ASTM Selected Technical Papers
Masonry: Opportunities for the 21st Century
By
D Throop
D Throop
1Diane Throop PE, LLC
Symposium Co-chair and STP Editor
Search for other works by this author on:
RE Klingner
RE Klingner
2
Symposium Co-chair and STP Editor
?
The University of Texas
at
Austin
Search for other works by this author on:
ISBN-10:
0-8031-3450-9
ISBN:
978-0-8031-3450-8
No. of Pages:
295
Publisher:
ASTM International
Publication date:
2002

A new one-dimensional capillary rise absorption test by direct weighing is presented in this note. The motivation is to obtain more accurate cumulative infiltration measurements in order to test the validity of a new theoretical description of the absorption process recently introduced in [1]. While in most of the technical specifications, weighing is generally carried out manually and requires to remove the specimen from water at intervals, the new apparatus allows a continuous automatic weighing of the specimen during water absorption. The typical performance of the experimental set-up is one measure per second with an accuracy of 0.01 g. Preliminary tests were conducted on four specimens of common red fired-clay bricks. The adjacent sides of the specimens were previously sealed with paraffin to prevent water infiltration from lateral faces of the material: this guarantees that the absorption process actually remains unidirectional. Whereas the amount of absorbed water is expected to increase as t1/2 (with t the elapsed wetting time) according to the standard unsaturated flow theory, the cumulative infiltration (I) was found to systematically deviate from the simple t1/2 relation. It is shown that absorption in brick scales as tα with 0.57 ≤ α ≤ 0.59 (i.e. larger than 1/2), as previously predicted in [1]. This implies that the long-time predictions of both the amount and the penetration depth of absorbed water based on the classical t1/2 relation are generally underestimated. Because this may also apply to the many deleterious chemical agents mediated by water, the consequences of water infiltration on the durability of building materials may also be dramatically underestimated. We suggest that the ASTM technical specifications for water absorption measurements should be reexamined at the light of these new results. The experimental procedure should be improved to increase the number and accuracy of cumulative infiltration data, especially at short times, to allow more reliable estimates of the absorption properties of porous building materials.

1.
Küntz
,
M.
and
Lavallée
,
P.
, “
Experimental evidence and theoretical analysis of anomalous diffusion during water infiltration in porous building materials
,”
J. Phys. D: Appl. Phys.
, Vol.
34
,,
2001
, pp. 2547–2554.
2.
Philip
,
J. R.
, “
The theory of infiltration: 1. The infiltration equation and its solution
,”
Soil Sci.
 0038-075X,Vol.
83
,
1957
, 345–357.
3.
Philip
,
J. R.
, “
Theory of infiltration
, “
Adv. Hydrosci.
 0065-2768,Vol.
5
,,
1969
, pp. 215–296.
4.
Hall
,
C.
, “
Water movements in porous building materials -I. Unsaturated flow theory and its application
,”
Bldg. Env.
, Vol.
12
,
1977
, pp. 117–125.
5.
Ho
,
D. W. S.
, and
Lewis
,
R. K.
, “
The water sorptivity of concretes: the influence of constituents under continuous curing
,”
Durab. Bldg. Mater.
, Vol.
4
,
1987
, pp. 241–252.
6.
Hall
,
C.
, “
Water sorptivity of mortars and concretes: a review
,”
Mag. Concrete Res.
 0024-9831, Vol.
41
,
1989
, pp. 51–61.
7.
Hall
,
C.
, “
Barrier performance of concrete: a review of fluid transport theory
, ”
Materials and Structures
, Vol.
27
,
1994
, pp. 291–306.
8.
Pel
,
L.
,
Moisture transport in porous building materials
, PhD thesis,
Eindhoven Technical University
, The Netherlands,
1995
.
9.
Pel
,
L.
,
Kopinga
,
K.
, and
Brocken
,
H.
, “
Moisture transport in building materials
,”
Heron
 0046-7316, Vol.
41
,
1996
, pp. 95–105.
10.
Lockington
,
D.
,
Parlange
,
J. Y.
, and
Dux
,
P.
, “
Sorptivity and the estimation of water penetration into unsaturated concrete
,”
Mat. Struct.
, Vol.
32
,
1999
, pp. 342–347.
11.
Philip
,
J. R.
, “
The theory of infiltration: 4. Sorptivity and algebraic infiltration equations
,”
Soil Sci.
 0038-075X, Vol.
84
,
1957
, pp. 257–264.
12.
RILEM
, “
Testing methods for natural stones
,”
Mat. Struct.
, Vol.
5
,
1972
, pp. 231–245.
13.
British Ceramic Research Association
, “
Model specification for load-bearing clay brickwork
, “
BCRA, Stoke on Trent
, Special Publication 56,
1967
.
14.
Hall
,
C.
, and
Kam Min Tse
,
T.
, “
Water movement in porous building materials: VII. The sorptivity of mortars
”,
Bldg. Env.
, Vol.
21
,
1986
, pp. 113–118.
15.
Küntz
,
M.
, and
Lavallée
,
P.
, Canada Patent Copyright N02342119,
03
2001
.
16.
Sabir
,
B. B.
,
Wild
,
S.
, and
O'Farell
,
M.
, “
A water sorptivity test for mortar and concrete
”,
Materials and Structures
, Vol.
31
,
1988
, pp. 568–574.
17.
Gummerson
,
R. J.
,
Hall
,
C.
, and
Hoff
,
W. D.
, “
The suction rate and the sorptivity of brick
,”
Trans. and J. of Br. Ceram. Soc.
, Vol.
80
,
1981
, pp. 150–152.
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