TECHNICAL PAPERS
Jul 1, 1994

Effect of Material Properties on Compactability and Bearing Capacity

Publication: Journal of Transportation Engineering
Volume 120, Issue 4

Abstract

The paper gives a brief literature survey on the effect of the individual properties on the compactability of untreated road‐building materials. The properties covered are the influence of the moisture content, grading (i.e., particle‐size distribution), particle shape and texture, the Atterberg limits and linear shrinkage, crushing strength and durability of the material, bearing capacity of the underlying layers, and the factors influencing the bearing capacity of the material. This is followed by an outline of the test program and laboratory procedures. The results are then discussed, showing that both the compactability and bearing capacity of untreated road‐building materials can be quantified in terms of the indicator test values and two new properties that quantify the effects of shape and texture. Using the basic model, the influence of a lack of fines, high relative densities (i.e., high specific gravities), and the plasticity of the fines on compactability are discussed. Conclusions are drawn and proposals are made in connection with the quantification of the shape and texture of untreated road‐building materials.

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References

1.
Allen, H., ed. (1938). “Compaction of earth embankments.” Proc., Highway Research Board, Washington, D.C., 18(2), 142–181.
2.
Arquié, G. (1973). “Verdichting van grond.” Wegen, The Hague, The Netherlands, 47(8), 693‐213–693‐225 (in Dutch).
3.
Emery, S. J. (1985). “Prediction of moisture content for use in pavement design,” PhD dissertation, University of the Witwatersrand, at Johannesburg, South Africa, 107–142.
4.
Huang, E. Y., Squier, L. R., and Triffo, R. P. (1963). “Effect of geometric characteristics of coarse aggregates on compaction characteristics of soil‐aggregate mixtures.” Highway Res. Record, 22, 38–47.
5.
Johnson, A. W., and Sallberg, J. R. (1962). “Factors influencing test results.” Bulletin No. 319, Highway Research Board, Washington, D.C., 1–2.
6.
Lee, P. J., and Suedkamp, R. J. (1972). “Characteristics of irregularly shaped compaction curves of soils.” Highway Res. Record, 381, Washington, D.C., 1–9.
7.
Lees, G. (1971). “The rational design of aggregate gradings for dense asphaltic compositions.” Proc., Association of Asphalt Paving Technologists, Ann Arbor, Mich., 34, 60–97.
8.
Little, W., Fowler, H. W., and Coulson, J., eds. (1978). The shorter Oxford English dictionary on historical principles. 3rd Ed., vol. 1, Oxford University Press, Oxford, U.K.
9.
Lubking, P., Janse, E., Jonker, J. F., and De Jager, W. F. J. (1980). “Investigation of the variation of density, rigidity and bearing capacity measuring results on behalf of the acceptance control of sand subbases.” Proc., Int. Conf. on Compaction, Ecole Nationale des Ponts et Chaussées/Laboratoire Central des Ponte et Chaussées, Paris, France, 2, 515–521.
10.
Marek, C. R., and Jones, T. R. (1974). “Compaction—An essential ingredient for good base performance.” Proc., Conf. on Utilization of Graded Aggregate Base Mater. in Flexible Pavements, National Crushed Stone Association, Washington, D.C., IX‐1–IX‐32.
11.
Marsal, R. J. (1967). “Large scale testing of rockfill materials.” J. Soil Mech. and Found. Div., ASCE, 93(2), 27–43.
12.
Olson, R. E. (1963). “Effective stress theory of soil compaction.” J. Soil Mech. and Found. Div., ASCE, 89(2), 27–45.
13.
Paige‐Green, P. (1992). “Road construction materials in Third World countries.” Conf. on Appropriate Tech. for the Third World, Engineering Professions Association of Namibia, Windhoek, Namibia, 1–10.
14.
Paige‐Green, P., Netterberg, F., and Sampson, L. R. (1989). “The carbonation of chemically stabilised road construction materials: Guide to its avoidance.” Project Report 89/146/1, South African Roads Board, Department of Transport, Pretoria, South Africa.
15.
Pike, D. C. (1972). “Compactability of graded aggregates: Standard laboratory tests.” TRRL Lab. Report 447, Transport and Road Research Laboratory; Crowehorne, Berkshire, U.K.
16.
Pinto, A. V. (1987). “Research applied to rockfill materials.” LNEC Proc. 3/13/7384, Labóratorio Nacional de Engenharia Civil, Ministério das Obras Públicas, Transportese Comunicaçóes, Lisbon, Portugal, 65–92.
17.
Porter, O. J. (1942). “Foundations for flexible pavements.” Proc., Highway Research Board, Washington, D.C., 22, 100–143.
18.
Poulos, S. J. (1988). “Compaction control and the index unit weight.” Geotech. Testing J., 11(2), 100–108.
19.
Rothfuchs, G. (1935). “Wie sind möglichst dicthe (hohlraumarme) Asphalt‐ und Bitumenmischungen zu erzielen.” Bitumen, Hamburg, Germany, 5(3), 57–61 (in German).
20.
Scott, R. F. (1963). Principles of soil mechanics. Addison‐Wesley, Reading, Mass., 291–294.
21.
Semmelink, C. J. (1991). “The effect of material properties on the compactability of some untreated roadbuilding materials,” Ph.D dissertation, University of Pretoria, at Pretoria, South Africa.
22.
Soil mechanics for road engineers. (1964). Department of Scientific and Industrial Research, London, England, 169.
23.
Spangler, M. G., and Handy, R. L. (1982). Soil Engineering. Harper & Row, New York, N.Y. 320.
24.
Sweere, G. T. H. (1990). “Unbound granular bases for roads,” PhD dissertation, Technical University of Delft, at Delft, The Netherlands, 196.
25.
“Test method 228‐A.” (1978). Testing manual, 3rd Ed., vols. 1–3, California Department of Transportation, Sacramento, Calif.
26.
“Test method T180 4.” (1982). Standard specifications for transportation materials and methods of sampling and testing. Part II. American Association of State Highway and Transportation Officials, Washington, D.C.
27.
Turnbull, W. J., and Foster, C. R. (1957). “Compaction of graded crushed stone base course.” Proc., 4th Int. Conf. on Soil Mech. and Found. Engrg., Butterworths Scientific Publications, London, England, 2, 181–185.
28.
Venter, J. P. (1980). “The engineering properties and road building characteristics of mudrocks, with special reference to Southern Africa,” DSc dissertation, University of Pretoria, at Pretoria, South Africa, 288–296.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 120Issue 4July 1994
Pages: 570 - 589

History

Received: Dec 11, 1992
Published online: Jul 1, 1994
Published in print: Jul 1994

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Authors

Affiliations

Chris J. Semmelink
Researcher, Div. of Roads and Transp. Tech., Council of Sci. and Industrial Res., P.O. Box 395, Pretoria 0001, South Africa
Alex T. Visser
Prof., Dept. of Civ. Engrg., Univ. of Pretoria, Pretoria 0002, South Africa

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