Lightweight Cellular Grout Applications in Tunneling

Society for Mining, Metallurgy & Exploration
D. A. Day H. L. Marsh C. A. Wiggins P. J. Stephens
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
18
File Size:
1063 KB
Publication Date:
Jan 1, 1999

Abstract

Lightweight cellular grout backfill behind pipe-in-tunnel has been gaining increased acceptance in the tunneling industry and has proved to be both practical and economical. Two successfully constructed projects, the Upper Scioto West Interceptor Sewer (USWIS), in Columbus, Ohio and the Benbrook Pipeline Tunnel Project in Fort Worth, Texas will be discussed. The projects represent two different but successful applications of lightweight cellular grout backfill. The USWIS placed the grout behind precast reinforced concrete pipe, in water bearing limestone, and in close proximity to residential water wells. The Benbrook Project placed grout behind 6,096 meters (20,000 feet) of steel pipe from just two locations, eliminating major surface disruption typically associated with the placement of pumped concrete.
Citation

APA: D. A. Day H. L. Marsh C. A. Wiggins P. J. Stephens  (1999)  Lightweight Cellular Grout Applications in Tunneling

MLA: D. A. Day H. L. Marsh C. A. Wiggins P. J. Stephens Lightweight Cellular Grout Applications in Tunneling. Society for Mining, Metallurgy & Exploration, 1999.

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