The work cuts across two meanders of the old stream. In the upstream section, adjacent to the crossing of the railway, it runs through a rocky ridge for about 100 m. Then it continues around the bed of the stream and finishes as a platform constructed in embankments in the lake. The cut and cover sector has an internal diameter of 2.50 m. The figure 2 illustrates the method of construction of this structure.
Title
Restoration of the Vengeron stream diversion project
Date
2010-06
Published in
Proceedings of Rock mechanics in civil and environmental engineering, Eurock2010 Lausanne, 15-18 June 2010, Lausanne, Switzerland
Publisher
Lausanne, Switzerland, 15-18 June 2010
Pagination
4 p.
Presented at
Rock Mechanics in Civil and Environmental Engineering, Lausanne, Switzerland, 2010-06-15, 2010-06-18
ISBN
9780429213236
Paper type
short paper
Faculty
Ingénierie et Architecture
School
HEIG-VD
Institute
insit - Institut d’ingénierie du territoire