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A procedure for securing large and undisturbed soil cores for field simulation studies
Authors:V. T. Tadros  J. W. McGarity
Affiliation:(1) Department of Agronomy and Soil Science, University of New England, 2351 Armidale, N.S.W., Australia;(2) Present address: P.O. Box 2035, Konedobu, Papua, New Guinea
Abstract:Summary Dynamic load is a technique which can be used to secure large pedons successfully in duplex profiles with massive clay B horizons. Data show that soil profiles obtained by this method have minimum change in soil physical properties including structure and compaction. The work reported here is part of that submitted as a requirement for the Ph. D. at the University of New England by the senior author.
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