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Under the Andes
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It is a tale of two countries. The Chilean and Argentinean
governments are planning to build a tunnel connecting Chile's
O'Higgins Region, just a few kilometers south of Santiago, with
the Mendoza province, Argentina's westernmost province.
The Chilean Ministry of Public Works commissioned a multi
disciplinary team of engineering firms, including D2, to study
the project. The firms included specialists in tunneling, roads,
bridges, geology, geotechnics, environmental science, economics,
and other fields. As the tunneling engineer of record, D2 Consult
Chile was responsible for studying the technical feasibility of
excavating the Las Leņas Tunnel.
Las Leņas Tunnel: tricky terrain
Crossing the Andes at approximately 34.5° S latitude, the Las Leņas
tunnel is a highaltitude undertaking in an earthquakeprone part of
the world. The tunnel is planned to be located 2,020 m high on the
Chilean side and 2,364 m high on the Argentinean side. Naturally,
several of the challenges of the project center on geography.
Due to safety concerns, the Chilean authorities chose a solution
of two unidirectionaltubes. Consequently, D2 provided a design
concept which included twintube tunnels with crossconnections
between tunnel tubes for the use of emergency services (they
Crosssection proposed for conventional excavation method (NATM)
Crosssection proposed for mechanical excavation method (TBM)
facilitate the escape and rescue of pedestrians and vehicles), as
well as a lane width of 3.50 m to satisfy the minimum geometrical
requirements.
D2's Input
D2 Consult's work on the project involved geological/
geotechnical interpretation, analyses, cost calculations, and
recommendations.
First, the team studied the geology as it applied to the tunnel
and visited the portal zones on both sides of the Andes. Next,
they located the portal sites and came up with conceptual
designs of the tunnel's typical crosssections, safety features and
interconnecting galleries.
The team then conducted several analyses. They analyzed typical
tunnel sections while keeping in mind the site's topography
and geology. They also paid attention to the rock massif. Finally,
they analyzed the potential stability of the slopes during the
construction of the portals.
Last of all, the team calculated engineering costs for all
the alternatives considered, and came up with some
recommendations for the client to consider before a
designbuildoperate bid.
Results
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Optimal portals' location
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Tunnel alignment lengths: 10,532 to 11,600 m (the latter 1,500 m
shorter than previous studies)
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Engineering cost of the tunnel and its ancillary structures:
USD 900­1,200 million
Final Recommendations
We finally recommended several steps before calling for a
designbuildoperate bid. Among the recommendations were: (i)
general project risk study; (ii) detailed and extended geological
survey and geotechnical campaign with sample recovery and
laboratory testing; (iii) detailed and extensive seismic risk
evaluation and development of seismic demand and performance
criteria; and (iv) costbenefit analysis of redundant energy supply
utilizing local hydro, wind and solar sources of energy.
Seismic activity
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The O'Higgins region is in the most
highly active seismic zone in the world.
High rise
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The site's western side rises about 800 m on
25.1 km of road, a rapid ascent.
Narrow canyons
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The aerial viaducts, required by the
approach roads to the tunnel portals, will be developed
in narrow, highmountain canyons.
Active rock massif
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The tunnel will be excavated through
a rock massif that is active due to tectonic subduction
caused by the Nazca Plate.
Overburdens
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The tunnel will be subjected to
overburdens reaching 1,700 m.
Las Leņas' challenges