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In
what amounts to a harsh indictment of the French process for
executing complex public projects, investigators have identified
two likely reasons for the partial roof collapse at the 650-meter-long
concourse at Paris Charles de Gaulle airport last May 23.
Systemic flaws in designing the technically difficult building
contributed to deficiencies that led to the early morning
failure that caused four deaths.
The government-appointed team identified
two key failure mechanisms but cannot say which was the primary
trigger. The design process was insufficiently rigorous for
so complex a structure, investigators said at a press conference
on Feb. 15. No detailed, independent analysis was done to
check design models.
The technical investigation, led
by former national highways director, Jean Berthier, found
"weaknesses at all stages" of design, said team member Jean-Armand
Calgaro, a senior government civil engineer and academic.
"No one person is really responsible. It is like a chain,
and this chain was weak."
But the most serious structural
flaws are confined to two special areas of the innovative
shell roof at the link to the terminal. For the rest of the
concourse, "the safety margin is perhaps a bit limited, but
a good rehabilitation can give the right safety margin," says
Calgaro.
The $900-million complex, which
includes Terminal 2E, its concourse and a link building, was
built between April 2000 and January 2003. Aéroports
de Paris (AdP) opened it 11 months prior to the collapse.
The 34-m-wide concourse is enclosed
by a 30-cm-thick perforated, reinforced concrete vault, rising
from second-floor edge beams. Beams rest on neoprene bearings
atop two rows of columns, built by Hervé S.A. Horizontal
steel ties prevent beams from moving outward.
GTM Construction S.A. built the
vault in 10 sections separated by glazed gaps for passenger
jetways. Each section is made of 4-m-wide abutting rings lightly
connected to each other.
Vault rings were precast near-by
in three pieces, for the near-horizontal roof and two...
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