A inflexible pavement is taken into account to be any pavement procedure that includes as one aspect portland cement concrete, both non-reinforced or strengthened. This 1984 guide presents tips for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This guide is proscribed to military airfield pavement layout necessities for airplane in the course of a mobilization state of affairs.
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Additional resources for Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)
J II. 02 U. S. Army Corps of Engineers FIGURE 4-8.
4-2. Uses. Although several types of fiber have been studied for concrete reinforcement, most of the experience has been with steel fibers, and the design criteria presented herein are limited to steel fibrous concrete. Fibrous concrete is a relatively new material for pavement construction and lacks a long-time performance history. The major uses to date have been for thin resurfacing or strengthening overlays where grade problems restrict the thickness of overlay that can be used. The use of JFC pavement should be based upon the time saved and the availability of the materials involved.
This roughness generally takes the form of subsidence or shoving. In order to minimize the roughness, a juncture design has been prepared as illustrated in figure 2-13. The junctures are intended for critical traffic areas or in areas where slight deviations from the design grade are objectionable. Specifically, the junctures should be incorporated where rigid pavement joins flexible pavement at all transverse junctures in runway and taxiways. These special junctures will not be required between aprons or in junctures to blast pads, overruns, and stabilized shoulders.
Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)