Proposing an Updated AM2 Mat Performance Criteria Model

Author:

Stache Jeremiah M.1,Gonzalez Carlos R.1,Rushing Timothy W.1,Garcia Lyan I.1

Affiliation:

1. Airfields and Pavement Branch, Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, Vicksburg, MS

Abstract

The AM2 mat system is historically one of the most deployed portable airfield mats in the military. The current AM2 airfield mat performance criteria for determining the number of coverages an AM2 mat can sustain before failure is an empirically correlated model and cannot accurately predict the number of coverages to failure beyond lower subgrade (California bearing ration) CBR or for modern aircraft with multiple tire configurations. This paper presents a stress-based model that predicts the number of coverages to failure using the maximum deviator stress as the performance index normalized by the subgrade CBR. The proposed model addresses different aircraft tire configurations on the AM2 mat over subgrade CBR values extending up to 100. Some improvements made to current criteria include (1) the addition of more test data at higher subgrade CBR values, (2) a fitted curve that more reasonably addresses early permanent deformation failures due to loads at low CBR, (3) a reasonable “cap” to the service life of an AM2 mat due to failure from mat breakage at high CBR, (4) a consolidation of previous “families of curves” for different equivalent single wheel loads and CBR values into one single regression curve, and (5) a performance index calculated using layered elastic analysis ( WinJULEA). This paper presents a comparison of the proposed model with the current performance criteria against the full-scale test data. Results show that the proposed model has a high correlation to the test data ( R2 = 0.952) and performs very well with respect to the current performance criteria.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference27 articles.

1. Porter O. J., and Co. 1949. Accelerated Traffic Test at Stockton Airfield Stockton, California (Stockton Test No. 2), Corps of Engineers Sacramento District, Department of the Army, Sacramento, Calif.

2. Middlebrooks T. A., Bertram G. E. 1950. Adaptation to the Design of Airfield Pavements. Transactions, ASCE, pp. 468–470.

3. Turnbull W. J., Foster C. R., Ahlvin R. G. Mathematical Expression of the CBR Relations. Technical Report No. 3-441, U. S. Army Engineer Waterways Experiment Station, CE, Vicksburg, MS, 1956.

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