A platform for research: civil engineering, architecture and urbanism
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Reduction of expressions for two basic parameters of single wheel CBR criteria to single plotted curve that separates service behavior data with regard to failures and non-failures; curve also represents basic strength requirements for flexible airfield pavements for single wheel loadings; upper elements of pavements should include extra thickness for durability and for reducing differential settlement.
Reduction of expressions for two basic parameters of single wheel CBR criteria to single plotted curve that separates service behavior data with regard to failures and non-failures; curve also represents basic strength requirements for flexible airfield pavements for single wheel loadings; upper elements of pavements should include extra thickness for durability and for reducing differential settlement.
Consolidated CBR criteria
ASCE -- Proc (J Soil Mechanics Foundations Div)
Ahlvin, R.G. (author)
1958
16 pages
Article (Journal)
English
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