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Published byAlexandra Hodges Modified over 6 years ago
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U.S. Army Engineer Research and Development Center’s APT Research
Haley Bell Airfields and Pavements Branch Geotechnical and Structures Laboratory Vicksburg, Mississippi
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Line-of-Communication Bridge
Full-scale LOCB section 15 in. wide and 51 ft long Constructed over an open pit Evaluate surface durability of bridge deck B-52 tire loading to simulate tri-lateral bridge design code Channelized traffic in outer wheel path Target of 100,000 HVS-A passes
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Line-of-Communication Bridge
Failure in deck surface with B-52 tire Switched to dual tandem at ~36,000 passes
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Next Generation ADR Backfill Materials
Objective: To find suitable alternatives to rapid-setting flowable fill for backfill during the airfield damage repair process. The purpose is to rapidly stabilize locally available materials in place while requiring minimal compaction equipment. Goal: Repair solution to sustain at least 500 F-15E passes and up to 3,500 F-15E passes Mechanical Stabilization Chemical Stabilization
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Foam Backfill Technology for RADR Rapid Airfield Damage Repair (RADR)
Field demonstration with troop support Repaired simulated bomb craters using rigid polyurethane foam backfill with rapid-setting concrete caps In-house developed prototype foam dispensing equipment Repairs met objective of 3,500 F-15E passes Benefits to the Warfighter: 4,500 lb of foam backfill replaced 30,000 lb of soil fill Eliminated the need for compaction Resulted in 50% reduction in repair times compared to legacy techniques Repairs met RADR performance criteria
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Other/Future APT Research
Continued Geosynthetic Research Full-scale geocell test section Update DOD specifications Full-scale geogrid test section Military truck loads Laboratory “box” testing Benefits of geogrids in airfield pavements Next Generation Airfield Matting Systems RADR – continued performance of next generation materials Performance evaluation of cold in-place recycling Performance of non-traditional airfield pavements with low aircraft tire pressure Thin pavements and surface treatments Model validation - PCASE
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