Analysis of Air Blast Overpressures within a Negative Pressure Boundary

International Society of Explosives Engineers
Frederick B. Kuhnow
Organization:
International Society of Explosives Engineers
Pages:
12
File Size:
1271 KB
Publication Date:
Jan 1, 2017

Abstract

Harmonic energetic delamination of T2 building is being considered for demolition at a formerly known atomic lab. The T2 building is within a containment structure that is under a negative pressure of -49 Pa (-0.2 inches of WC) so that no remaining radioactive material is leaked out. The T2 containment enclosure is a portal frame-type system that spans east/west over 35.05 m (114’-11 7/8”) and spaced 2.9 m (9’-6”) apart. The west side of the portal frames is supported by a 64 cm (2’-1”)thick concrete wall which is backfilled to the west and open to the T2 basement to the east. The east side of the portal frames is supported by a 61 cm (2’-0”) thick concrete wall that is backfilled to the east and open to the tank farm vaults to the west. A concrete slab-type footing supports both the east and west walls. Transverse walls provide lateral support for the walls as part of the original design. The west wall has an elevated slab that provides further stiffening of the concrete wall between the transverse walls.
Citation

APA: Frederick B. Kuhnow  (2017)  Analysis of Air Blast Overpressures within a Negative Pressure Boundary

MLA: Frederick B. Kuhnow Analysis of Air Blast Overpressures within a Negative Pressure Boundary . International Society of Explosives Engineers, 2017.

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