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Nondestructive Evaluation Procedure for Military Airfields
This report presents a procedure for the nondestructive evaluation of military airfield pavements. Nondestructive testing is performed with a 16-kip electrohydraulic vibrator, which measures the load-deflection response of pavements, and the results are reported as dynamic stiffness modulus (DSM). Correlations of the DSM to allowable single-wheel load are used with existing analytical relationships to give the allowable gross aircraft loads and required overlay thicknesses. The procedures described are based on findings from earlier research studies that are referenced. Testing techniques, data reduction procedures, computational methodology, and detailed examples were developed to satisfy the need for a rapid nondestructive test procedure. (Author)
Nondestructive Evaluation Procedure for Military Airfields
This report presents a procedure for the nondestructive evaluation of military airfield pavements. Nondestructive testing is performed with a 16-kip electrohydraulic vibrator, which measures the load-deflection response of pavements, and the results are reported as dynamic stiffness modulus (DSM). Correlations of the DSM to allowable single-wheel load are used with existing analytical relationships to give the allowable gross aircraft loads and required overlay thicknesses. The procedures described are based on findings from earlier research studies that are referenced. Testing techniques, data reduction procedures, computational methodology, and detailed examples were developed to satisfy the need for a rapid nondestructive test procedure. (Author)
Nondestructive Evaluation Procedure for Military Airfields
J. W. Hall (Autor:in)
1978
89 pages
Report
Keine Angabe
Englisch
Civil Engineering , Nondestructive Testing , Landing fields , Pavements , Military aircraft , Nondestructive testing , Vibrators(Mechanical) , Hydroelectricity , Loads(Forces) , Deflection , Dynamic tests , Aircraft landings , Test methods , Data reduction , Computations , Experimental data , Composite structures , Flexible structures , Rigidity
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