Isola, San Bernardino (GR): Rehabilitation of the dam wall
Client
Officine idroelettriche di Mesolcina SA (OIM)
Consultant
IM Maggia Engineering Ltd
Period
2019-2020
Construction costs
CHF 1.2 Mio.
Scope of services
Final design (phases 32 - phase 33)
Call for tenders (phase 41)
Construction design, implementation
Completion (phases 51 – 53)
Description
As a result of concrete swelling, over the years a horizontal overpressure stress had built up in the arch dam, pressing heavily on the right wall abutment. This horizontal stress was relieved by cutting vertically through the dam in that area, restoring the original design stresses in the arch dam. The cut was made during winter when the wall had cooled down, using a diamond wire saw of 16 mm wide. Once the relief deformation was completed, the remaining slit was closed using a mortar filling in order to restore the arch effect. At the same time, additional drainage holes were drilled below the foundation, and new piezometer cells installed.