Construction of a Mixed Face Reach Through Granitic Rocks and Conglomerate

Society for Mining, Metallurgy & Exploration
Michael A. Krulc John J. Murray Michael T. McRae Kathy L. Schuler
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
15
File Size:
402 KB
Publication Date:
Jan 1, 2007

Abstract

The San Vicente Pipeline Tunnel Project involves the construction of an 8.5-foot-diameter water pipeline in an 11 mile tunnel in San Diego, California. The tunnel is located in extremely variable geologic conditions of strong granitic and volcanic rocks, weak sedimentary rocks, abrasive conglomerates, and mixed face conditions. One reach of the tunnel is a 5,200-foot mixed face reach that includes Friars Formation Conglomerate overlying granitic rock. Due to the variable ground conditions in this reach, the use of a TBM was deemed too risky and the contract documents required drill-and-blast and hand mining methods. Although it was not required, the contractor elected to construct this reach using NATM methods. This paper describes the geology of the 5,200-foot mixed-face reach, the design evaluation, and the construction challenges faced on this project.
Citation

APA: Michael A. Krulc John J. Murray Michael T. McRae Kathy L. Schuler  (2007)  Construction of a Mixed Face Reach Through Granitic Rocks and Conglomerate

MLA: Michael A. Krulc John J. Murray Michael T. McRae Kathy L. Schuler Construction of a Mixed Face Reach Through Granitic Rocks and Conglomerate. Society for Mining, Metallurgy & Exploration, 2007.

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