Acquista:
Con il crescente sviluppo di progetti di tunnelling in ambito urbano la tecnica del “Corrective Grouting” viene usata sempre più di frequente come misura di mitigazione, nei casi in cui una struttura abbia registrato dei cedimenti ed una “correzione” degli stessi sia richiesta. Questa tecnica è stata ampiamente impiegata durante la costruzione della metropolitana di Copenhagen: dopo l’esecuzione dei muri di sostegno delle stazioni sono stati registrati dei cedimenti sulle fondazioni di alcuni fabbricati, ed è stata necessaria l´esecuzione di una campagna di corrective grouting prima di procedere ulteriormente con i lavori. Con la campagna di iniezione è stato possibile sollevare le strutture, in alcuni casi sino alle condizioni ante-operam, conseguendo una riduzione del rischio e potendo riprendere i lavori senza ulteriori complicazioni. L´efficacia di un intervento di Corrective Grouting dipende da diversi fattori, principalmente operativi e di cantiere; nel seguito vengono descritte le esperienze maturate sul campo.
Use of Corrective Grouting in Cityringen Copenhagen Metro
The new Cityringen Metro is located in the
central Copenhagen area and will underpass
a variety of buildings built in different
ages, spanning from the medieval times to
present; it’s envisaged the construction of
17 underground stations and twin tunnels
15.5 Km long.
The contract requirements on Cityringen
Project are tight and only minor aesthetic
damages are allowed in terms of building
damage (damage category 1 according to
BRE Digest 251 classification).
During the execution of the retaining walls
of the metro stations, some settlements
occurred on the surrounding structures. Even if the structures were not at risk,
to avoid any kind of problems related to
additional expected settlements coming
from the next excavation of the metro
stations, the General Contractor decided
to execute a grouting campaign to heave
the structures and to restore the original
situation.
The Corrective Grouting campaigns were
performed in two worksite having a different
geology; the structures lifted were a
railway bridge, an apartment building and
a public library and the grouting interventions
have been done without suspending
their exercise.
After the completion of the grouting campaigns
the structures reached a safer condition,
the soil underneath them reacquired
the needed bearing capacity and the construction
works proceeded without any
further problem. Moreover, it was possible
to apply further grouting to correct additional
movements related to an incident
which happened after the first grouting
campaigns.
The successful application of the Corrective
Grouting technique depends on several
factors, mainly related to operative
and construction aspects; the experiences
gained on site are described in the paper
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