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Chemical stabilization of subgrade soil for the strategic expeditionary landing field

Michael H Conaway
- pp 9
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TLDR
In this article, chemical soil stabilization with lime, portland cement and asphalt stabilizing agents are used to treat the soil, which will increase soil support strength and enhance durability (resistance to the degrading effects of water).
Abstract
: The Strategic Expeditionary Landing Field (SELF) is a military expeditionary-type airfield with an aluminum matted surface that is designed for sustained tactical and cargo airlift operations in an amphibious objective area. Because of the operational traffic parameters such as loads of the various types of aircraft, tire pressures and volume of traffic, a base layer must be constructed over subgrade soil support conditions which may be only marginal. The base layer could be constructed with conventional soil construction techniques (compaction) and yield the required strength. It would be difficult, however, to maintain this strength for the required one-year service life under many climatic conditions due to the degrading effects of water on the support capacity of many soils. Chemical soil stabilization with lime, portland cement and asphalt stabilizing agents could be used to treat the soil. These additives, when properly mixed with certain types of soils, initiate reactions which will increase soil support strength and enhance durability (resistance to the degrading effects of water). Technically, this procedure is quite viable but logistically, it may not be feasible.

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Citations
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Thickness requirements for soils beneath landing mats: bare base support, Project 3782-64

H H Ulery, +1 more
TL;DR: In this article, a method for determining thickness requirements of soil strengthening layers for landing-mat-surfaced airfields was developed for membrane-surface and unconstructed airfields.

Lime-stabilized native soil as a base course for light aircraft pavement

TL;DR: The potential savings in cost and materials by using this type of construction for light-duty airport pavements led to the use of lime-stabilized native soil in place of other base course materials at three airports in the Southwestern United States as mentioned in this paper.

Fiberglass-Reinforced Plastic Surfacing for Rapid Runway Repair by Naval Construction Forces.

TL;DR: In this article, a preliminary concept for repairing bomb-damaged runways with prefabricated fiberglass-reinforced plastic membranes is presented, which function as traffickable caps over backfilled craters.

Multipurpose Expedient Paving System (MEPS) for Expeditionary Airfields.

TL;DR: In this article, a structural sandwich composed of a 20-pcf rigid polyurethane foam core with fiberglass-reinforced polyester resin (FRP) facings is presented to meet F-4 aircraft static load, tailhook impact, and engine exhaust blast requirements.

Fiberglass-Reinforced Rigid Polyurethane Expedient Pavement Subject to Simulated F-4 Aircraft Traffic.

TL;DR: In this paper, the results of a traffic test conducted on a section of FIBERMAT having a 5-inch-thick fiberglass-reinforced foam core and a 1/4-inchthick FRP facing are presented.
References
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Thickness requirements for unsurfaced roads and airfields. bare base support

TL;DR: In this paper, a method was developed for determining design thickness requirements for unsurfaced airfields by using CBR, water content, density, deflection, and deformation data.

Behavior of stabilized soils under repeated loading. performance evaluation of cement-stabilized soil layers and its relationship to pavement design

TL;DR: In this article, a failure criterion was defined according to rut depth, and the equivalency of different wheel loads (in terms of damage caused to the pavement) was determined.

Cement modification of clay soils

TL;DR: In this article, a study was made of the benefits of adding 3 and 5 percent CEMENT by weight to A-6 and A-7-6 Clay Soils, respectively.

Thickness requirements for unsurfaced roads and airfields : bare base support, project 3782-65

TL;DR: In this article, a method was developed for determining design thickness requirements for unsurfaced airfields by using CBR, water content, density, deflection, and deformation data.