A MODEL FOR PREDICTING FRACTURE-TOUGHNESS OF A CEMENTITIOUS PARTICULATE COMPOSITE MOLDED UNDER IMPACT PRESSURE
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The form of a model relating two influential compositional factors of a material to fracture toughness is defined. A similar, simpler form is proposed for regression analyses. Demonstration of the utility of the model is accomplished using experimental results from testing of a portland cement stabilized fine grained soil.
JOURNAL OF TESTING AND EVALUATION
author list (cited authors)
CROCKFORD, W. W., & LITTLE, D. N.
complete list of authors
CROCKFORD, WW||LITTLE, DN