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contributor authorJesse D.
contributor authorDoyle
contributor authorIsaac L.
contributor authorHoward
contributor authorChad A.
contributor authorGartrell
contributor authorGary L.
contributor authorAnderton
contributor authorJ. Kent
contributor authorNewman
contributor authorErnest S.
contributor authorBerney
contributor authorIV
date accessioned2017-05-08T21:45:42Z
date available2017-05-08T21:45:42Z
date copyrightApril 2014
date issued2014
identifier other%28asce%29gm%2E1943-5622%2E0000285.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61674
description abstractMatting systems are used for temporary applications on soft soils to reduce ground pressure exerted by aircraft, heavy equipment, vehicles, and construction material. They have been used for military airfields, construction platforms, and similar applications. Previous evaluation studies of matting systems have typically consisted of full-scale testing, with only a limited amount of numerical modeling found in the literature. This paper presents results of full-scale accelerated testing of 21 test sections encompassing five matting systems, five soil-support conditions, and two aircraft loadings. One of the soil-support conditions was instrumented and tested in conjunction with three matting systems and one aircraft loading. Three-dimensional finite-element modeling was performed on the instrumented sections using the measured test data for calibration. Good matches of measured soil stresses were obtained with the model for two of the mats, whereas the model underpredicted stresses in the third mat. Modeling of the type performed in this paper was capable of correctly ranking the performance of the matting systems modeled relative to the full-scale test results.
publisherAmerican Society of Civil Engineers
titleFull-Scale Instrumented Testing and Three-Dimensional Modeling of Airfield Matting Systems
typeJournal Paper
journal volume14
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000272
treeInternational Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 002
contenttypeFulltext


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