Abstract

The objective of the research presented here was to find promising directions for the development of ultrasonic test method(s) for the direct, instantaneous determination of the water-cement ratio (W/C) in fresh mortar or concrete. The importance of W/C is related to potential strength development and, to a certain extent, the durability potential of the hardened concrete. Since previous efforts during the past 50 years have been unsuccessful in testing fresh concrete due to the complexity of the problem, innovative, high-risk/high-gain methods were selected in the present work. The methods are considered innovative since a literature search detected no sign that they have been used for testing fresh concrete before.

The following test methods were tried out for testing fresh concrete: • ultrasonic methods used regularly for testing hardened concrete; • solidification of the fresh mixtures by freezing or heat treatment or accelerating admixture + heat treatment before testing; • use of high-intensity stress waves by lithotripter; • the direct contact method.

None of these methods produced a satisfactory solution for the instantaneous determination of the water-cement ratio, although interesting side results were obtained. It is hoped that both the positive and negative results presented will help researchers in their work on ultrasonic testing of concrete.

References

1.
Cheesman
,
W. J.
,
1951
, Discussion of “
Use of the Soniscope for Measuring Setting Time of Concrete
,” by E. A. Whitehurst,
Proceedings of ASTM
, Vol.
51
, pp.
1176
1180
.
2.
Church
,
C. C.
,
1989
, “
A Theoretical Study of Cavitation Generated by an Extracorporal Shock Wave Lithotripter
,”
Journal of the Acoustical Society of America
 0001-4966, Vol.
86
, No.
1
, July.
3.
Krautkramer
,
J.
and
Krautkramer
,
H.
,
1983
,
Ultrasonic Testing of Materials
, 3rd revised ed.,
Springer Verlag
,
Berlin—Heilderberg—New York
, 667 pp.
4.
Mather
,
B.
,
1976
, “
How Soon Is Soon Enough?
,”
ACI Journal, Proceedings
, Vol.
73
, No.
3
, March, pp.
147
150
.
5.
NCHRP
,
1982
, “
Measurement of Cement and Water Content of Fresh Concrete
,”
National Cooperative Highway Research Program
.
6.
NCHRP
,
1986
, “
Instantaneous Determination of Water-Cement Ratio in Fresh Concrete
,”
National Cooperative Highway Research Program
.
7.
Popovics
,
S.
,
1982
,
Fundamentals of Portland Cement Concrete: A Quantitative Approach, Fresh Concrete
,
John Wiley & Sons
,
New York
, 477 pp.
8.
Popovics
,
S.
,
1992
,
Concrete Materials—Properties, Specifications and Testing
,
Noyes Publications
,
Park Ridge, NJ
, 661 pp.
9.
Popovics
,
S.
and
Rajendran
,
N.
,
1987
, “
Early Age Properties of Magnesium Phosphate-Based Cements Under Various Temperature Conditions
,”
Transportation Research Record 1110, Concrete and Concrete Construction
,
Transportation Research Board
,
Washington, DC
, pp.
34
45
.
10.
Popovics
,
S.
,
Silva-Rodrigez
,
R.
,
Popovics
,
J. S.
, and
Martucci
,
V.
,
1994
, “
Behavior of Ultrasonic Pulses in Fresh Concrete
,”
ACI Publication SP-143
,
American Cement Institute
, pp.
207
225
.
11.
Reichenberger
,
H.
,
1988
, “
Lithotripter Systems
,”
Proceeding of the IEEE
, Vol.
76
, No.
9
.
12.
Sayers
,
C. M.
and
Grenfell
,
R. L.
,
1993
, “
Ultrasonic Propagation through Hydrating Cements
,”
Ultrasonics
 0041-624X https://doi.org/10.1016/0041-624X(93)90001-G, Vol.
31
, No.
3
, pp.
147
153
.
This content is only available via PDF.
You do not currently have access to this content.