A Swedish Grouting Design Concept: Decision Method for Hard Rock Tunneling
Paper in proceeding, 2012

Efficient grouting of hard rock requires adequate knowledge of the water-bearing fracture system in the rock mass. The observational method approach involves identifying different possible scenarios and relating them to predefined strategies for grouting design. Parameters useful in preparing a relevant description of the rock mass are presented, as well as a method for choosing a conceptual model. The implications of different fracture systems for the grouting design are discussed. A method is presented for deciding whether grouting is needed in order to ensure a high degree of probability that tunnel leakage will remain below the inflow requirements. The methods presented are applied to data from a real tunnel to illustrate the procedures.

Author

Lisa Hernqvist

Chalmers, Civil and Environmental Engineering, Geology and Geotechnics

Sara Kvartsberg

Chalmers, Civil and Environmental Engineering, Geology and Geotechnics

Åsa Fransson

Chalmers, Civil and Environmental Engineering, Geology and Geotechnics

Gunnar Gustafson

Chalmers, Civil and Environmental Engineering, Geology and Geotechnics

Geotechnical Special Publication

0895-0563 (ISSN)

228 GSP 816-825
978-078441235-0 (ISBN)

Areas of Advance

Building Futures (2010-2018)

Subject Categories

Civil Engineering

DOI

10.1061/9780784412350.0065

ISBN

978-078441235-0

More information

Created

10/7/2017