On the Northern section of the Dublin Port Tunnel contract
the main contractor (NMI Consortium) are constructing a 850m long
section of cut and cover tunnel from the Northern portal to the piled/diaphragm
wall section. Just a couple of metres from each side of the excavation
runs the busy N1, the main link road from the North and Airport into
Dublin.
To monitor this excavation, extensive instrumentation has been
installed. Soil Instruments supplied Inclinometers and De-airable
Vibrating Wire Piezometers to its sister company ITM, who installed
the instruments, in conjunction with Geotech Specialist of Cork
who formed the holes.
The work started after completion of a trial excavation alongside
the main site to determine the construction characteristics of the
boulder clay strata, with lenses of sands and gravel overlying Limestone
bedrock. From the trial the angle of excavation was determined along
with the soil nailing spacing. The trial excavation instrumentation
was also supplied and installed by ITM-Soil, to determine the instrumentation
requirements for the main works.
Before excavation started on the main works, instrumentation was
installed every 20 metres on both sides. Inclinometers were installed
for measuring lateral ground movement, along with De-airable Vibrating
Wire Piezometers at 12m, 8m and 4m depths to monitor negative pore
water pressure in the boulder clays during the excavation. The piezometers
were all terminated to dataloggers for the automated recovery of
data; these were downloaded daily by the main contractor.
All the instruments are now installed and providing data. During
the next phase of the works, we may instrument some of the soil
nails with Strain Gauges, for a research project by University College
Dublin in the use of soil nails in boulder Clay strata.
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