TECHNICAL PAPERS
May 1, 1990

Expert System for Compactor Selection

Publication: Journal of Transportation Engineering
Volume 116, Issue 3

Abstract

This paper describes an expert system that helps the construction or highway engineer choose the most appropriate compactor under a set of job conditions. Selecting the suitable compactor is affected by numerous field variables. Most of the time, the construction engineer uses his or her experience and intuition to choose a compactor. Expert systems are well suited for formulating and organizing this type of experience‐based knowledge. The system developed in this research takes into consideration the degree of compaction required, job size, soil type, plasticity, moisture conditions, and breakage of aggregates. Recommendations made by the expert system apply to jobs specified to standard AASHTO densities. The system can be used as a tutorial tool for inexperienced personnel. Guidelines have been provided for future work and development of a data base of compactor information.

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References

1.
“A guide to the selection of compaction machines.” (1985). Hyster Corp., Kewanee, Ill.
2.
Alkass, S., and Harris, F. (1988). “Expert system for earthmoving equipment selection in road construction.” J. Constr. Engrg. Mgmt., ASCE, 114(3), 426–440.
3.
Broms, B., and Forssblad, L. (1968). Classification of soils with reference to compaction. Swedish Geotech. Inst., Stockholm, Sweden.
4.
Carson, A. B. (1980). General excavation methods, Rrieger, Huntington, N.Y.
5.
Caterpillar performance handbook. (1986). 17th Ed., Caterpillar Tractor Co., Peoria, Ill.
6.
Church, H. (1981). Excavation handbook. McGraw‐Hill Book Co., New York, N.Y.
7.
Compaction handbook. (1983). 6th Ed., Hyster Inc., Kewanee, Ill.
8.
“Compaction of soils.” (1964). ASTM Special Technical Publication No. 377, Philadelphia, Penn.
9.
Construction control for earth and rock‐fill dams. (1977). Manual No. EM 1110‐2‐1911, U.S. Army Corps of Engrs., Washington, D.C.
10.
“Construction of embankments.” (1971). NCHRP Synthesis of Highway Practice No. 8, Highway Res. Brd., Washington, D.C.
11.
Crisp, R. (1987). “Placement and compaction of earth fill.” Notes for Earthwork Constr. Inspectors Course, WES, Corps of Engineers, May, Vicksburg, Miss.
12.
Essigmann, M. F., Jr., Altschaeffl, A. G., and Lovell, C. W. (1978). “Method for specifying soil compaction.” Transp. Res. Record No. 690, 29–34.
13.
EXSYS: Expert system development package. (1985). EXSYS, Inc., Version 3.2, Albuquerque, N.M.
14.
Fenves, S. J., Maher, M. L., and Sriram, D. (1984). “Expert systems: C. E. potential.” Civ. Engrg., ASCE, 54(10), 70–73.
15.
Finn, G. A., and Reinschmidt, K. F. (1986). “Expert systems in an engineering‐construction firm.” Expert Systems in Civil Engineering, C. Kostem and M. L. Maher, eds., ASCE, New York, N.Y.
16.
Fundamentals of compaction. (1971). Caterpillar Tractor Co., Peoria, Ill.
17.
Hammer, D. (1988). “Placement and compaction.” Notes for Construction of Earth and Rockfill Dams Course, WES, Corps of Engrs., May, Vicksburg, Miss.
18.
Handbook of soil compactionology. (1977). American Hoist and Derrick Co., St. Paul, Minn.
19.
Harmon, P., and King, D. (1985). Artificial intelligence in business: Expert systems. John Wiley and Sons, New York, N.Y.
20.
Howeedy, M. F., and Bazaraa, A. R. (1975). “Factors influencing vibratory compaction of cohesionless soils.” Transp. Res. Rec. No. 548, 88–96.
21.
Johnson, A. W., and Sallberg, J. R. (1960). “Factors that influence field compaction of soils: Compaction characteristics of field equipment.” Highway Res. Brd. Bulletin, 272, Nat. Res. Council, Washington, D.C.
22.
Johnson, A. W., and Sallberg, J. R. (1962). “Factors influencing compaction test results.” Highway Res. Brd. Bulletin 319, Nat. Res. Council, Washington, D.C.
23.
Kim, S. S., et al. (1986). “Survey of the state‐of‐the‐art expert/knowledge‐based systems in civil engineering.” USA‐CERL Special Report P‐87/01, Oct.
24.
Levitt, R. E., and Kunz, J. C. (1985). “Using knowledge of construction management for automated scheduling updating.” Project Mgmt. Quarterly, XVI(5).
25.
Linveh, M., and Ishai, I. (1978). “Using indicative properties to predict the density‐moisture relationship of soils.” Transp. Res. Rec. No. 690, 22–28.
26.
McGartland, M. R., and Hendrickson, C. T. (1985). “Expert systems for construction project monitoring.” J. Constr. Mgmt. and Engrg., ASCE, 111(3), 293–307.
27.
Monahan, E. J. (1986). Construction of and On Compacted Fills, John Wiley and Sons, New York, N.Y.
28.
Nilsson, N. J., ed. (1971). Problem‐solving methods in artificial intelligence, McGraw‐Hill Book Co., New York, N.Y.
29.
Nunnally, S. W. (1977). Managing construction equipment. Prentice‐Hall Inc., Englewood Cliffs, N.J.
30.
Peurifoy, R., and Ledbetter, W. (1985). Construction planning, equipment and methods. 3rd Ed., McGraw‐Hill Book Co., New York, N.Y.
31.
Ramiah, B. K., Krishnamurfhy, H. V., and Viswanath, C. (1970). “Interrelationship of compaction and index properties.” Proc. 2nd Southeast Asian Conf. on Soil Engrg., Singapore, 577–587.
32.
Rich, E. (1983). Artificial intelligence. McGraw‐Hill Book Co., New York, N.Y.
33.
Richer, M. H. (1985). “Evaluating the existing tools for developing knowledge‐based systems.” Stanford Knowledge Systems Lab., Stanford Univ., Stanford, Calif., May.
34.
Ring, G. W., Sallberg, J. R., and Collins, W. H. (1962). “Correlation of compaction and index properties.” Proc. 2nd Southeast Asian Conf. on Soil Engrg., Singapore, 577–587.
35.
Ritchie, S. G., et al. (1987). “Surface condition expert system for pavement rehabilitation planning.” J. Transp. Engrg., ASCE, 113(2), 155–167.
36.
Soil compaction and equipment for confined areas. (1987). Wacker Corp., Menomonee Falls, Wisc.
37.
TM5‐331A: Earthmoving, compaction, grading and ditching equipment. (1967). U.S. Dept. of the Army, Washington, D.C.
38.
Touran, A. (1989). “An expert system for compactor selection.” Report submitted to the Research and Scholarship Development Fund Committee, Northeastern Univ., Boston, Mass.
39.
Touran, A., and Briceno, J. (1989). “An expert system for excavator selection.” Int. J. Appl. Engrg. Education, 5(6).
40.
Townsend, D. L. (1959). “The performance and efficiency of standard compacting equipment.” Engineering Report No. 6, Queens Univ., Kingston, Ontario, Canada.
41.
“Wacker construction equipment product line.” (1988). Wacker Corp., Menomonee Falls, Wisc.
42.
Wahls, H. E. (1966). “The compaction of soil and rock materials for highway purposes.” Final Report to the Bureau of Public Roads, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
43.
Walker's building estimator's reference book. (1986). 22nd Ed., Frank R. Walker Co., Chicago, Ill.
44.
Wang, M. C., and Huang, C. C. (1984). “Soil compaction and permeability prediction models.” J. Envir. Engrg., ASCE, 110(6), 1063–1083.
45.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design. 2nd Ed., John Wiley and Sons, New York, N.Y.

Information & Authors

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 116Issue 3May 1990
Pages: 338 - 348

History

Published online: May 1, 1990
Published in print: May 1990

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Authors

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Ali Touran, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Northeastern Univ., 420 Snell Engrg. Ctr., Boston, MA 02115

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