Greenside Aircraft Taxiway and Hangar Complex

Project Details:

Owner: Naval Facilities Engineering Command
General Contractor: Walsh Construction Company
Duration of Work: 10 weeks
Subsurface Conditions: Loose sand over a thick layer of soft organic clay, underlain by dense silty sand
Approximate Key Quantities: 20,000 Wick Drains

Project Overview:

The Greenside Aircraft Taxiway and Hangar Complex is a large-scale public project at the Marine Corps Air Facility in Quantico, Virginia. The Greenside Type II Hangar will house the existing fleet of CH-53, new CH-53K Sikorsky Helicopters, and the proposed MV-22 Osprey aircraft. As part of the large design-build team, Menard provided a ground improvement solutions that included expediting settlement prior to the construction of an adjacent taxiway.

Ground Conditions:

The site consists of a shallow layer of loose sand over a thick layer of very soft organic clay, underlain by a dense silty sand. The soft organic clay layer varied in thickness across the project site, but was consistently in the 30-to-35 feet thick range. The pres­ence of the organic clay layer was of great concern to project designers due to the large settlements that were expected to occur fol­lowing the construction of the hangar and associated support facilities.

Solution:

Due to the extremely soft nature of the fatty clay deposits, many deep ground improvement alternatives, such as stone columns or aggregate piers, were not financially or technically feasible.

To expedite the natural settlement of the clays under the taxiway, Menard installed Wick Drains beneath a 414,000 square foot surcharge. Consolidation of the organic clays took place in a fraction of the time required under surcharge alone. A total of 20,000 Wick Drains were installed to depths ranging from 55 to 60 feet on 5 foot triangular spacing using two Menard Wick Drain stitchers.

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