A MODEL FOR PREDICTING FRACTURE-TOUGHNESS OF A CEMENTITIOUS PARTICULATE COMPOSITE MOLDED UNDER IMPACT PRESSURE
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abstract
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.