TECHNICAL PAPERS
Jun 1, 1996

Performance of Chain Trenchers in Mixed Ground

Publication: Journal of Construction Engineering and Management
Volume 122, Issue 2

Abstract

Chain trenchers were used to cut moderately strong sandstone bedrock, compressive strength 6–9,000 psi (41–62 MN/m 2 ), of varying thickness up to 17 ft (5.1 m), beneath desert alluvium in Sedona, Arizona. Data from the case history indicated an inverse relation between trencher performance expressed as a cutting rate or volume excavation rate and the thickness of rock cut. This was compared with curves derived from a simple balance of the cutting energy available from the trencher and the energy required to break a unit volume of rock. The closeness of the fit provides a basis for understanding the mechanics of chain-trencher cutting performance and for the prediction of performance in rocks of different strengths and thicknesses. The main conclusions are that: (1) The design of chain trenchers is such that power available for cutting remains constant and low; and (2) machine productivity in terms of traverse speed or excavation rate is inversely proportional to the strength and thickness of any rock cut.

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References

1.
Deere, D. U., and Miller, R. P. (1966). “Engineering classification and index properties of intact rocks.”AFWL Rep. TR-65-116, NTIS, U.S. Dept. of Commerce, Springfield, Va.
2.
Di Duca, R. C. (1990). “Rock removal techniques and equipment in trench excavation and pipeline construction, a comparison.”Proc., 16th Annu. Conf. on Explosives and Blasting Techniques, Soc. Explosives Engrs., Solon, Ohio, 319–346.
3.
Farmer, I. W., and Garritty, P. (1978). “Prediction of roadheader cutting performance from fracture toughness considerations.”Proc., 6th Congr. ISRM, Montreal, A. A. Balkema, Rotterdam, The Netherlands, 621–624.
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Mellor, M. (1976). “Mechanics of cutting and boring. Part 3: Kinematics of continuous belt machines.”Rep. 76-17, U.S. Cold Regions Res. and Engrg. Lab., Hanover, N.H.
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Mellor, M. (1978). “Mechanics of cutting and boring. Part 8: Dynamics and energetics of continuous belt machines.”Rep. 78-11, U.S. Cold Regions Res. and Engrg. Lab., Hanover, N.H.
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Popp, D. (1991). “Trenching equipment, product specifier's notebook.”Hwy. and Heavy Constr., (Apr.), 50.
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Poulton, M. M., Sternberg, B. K., and Farmer, I. W.(1991). “In-situ strength measurements of weak rocks.”J. Geotech. Engrg., ASCE, 117(9), 1424–1429.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 122Issue 2June 1996
Pages: 115 - 118

History

Published online: Jun 1, 1996
Published in print: Jun 1996

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Ian W. Farmer, Member, ASCE
Ian Farmer Associates Ltd., 11-12 Skinnerburn Rd., Newcastle upon Tyne, NE1 3RH, England.

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