Dynamics of Vibratory-Roller Compaction

by Tai-Sung Yoo, (M.ASCE), Dir. of Civ. Engrg.; Daewoo Engrg. Co., Seoul, Korea,
Ernest T. Selig, (M.ASCE), Prof. of Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass.,

Serial Information: Journal of the Geotechnical Engineering Division, 1979, Vol. 105, Issue 10, Pg. 1211-1231

Document Type: Journal Paper

Errata: (See full record)
Discussion: Foster Charles R. (See full record)
Discussion: Quibel Alain (See full record)
Closure: (See full record)

Abstract: The dynamic response of vibratory rollers during compaction is examined. A two-degree-of-freedom model has been established for analytical representation of the soil-roller interaction. The characteristic responses of the vibratory roller have been presented using the model. To check the validity of the theory, a series of full-scale field experiments was conducted. The experimental results agreed well with the theoretical predictions. The understanding of basic vibratory-roller behavior derived from this study provides a basis for understanding the fundamental principles of vibratory-roller compaction.

Subject Headings: Vibration | Dynamic response | Degrees of freedom | Soil analysis |

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