Tunneling Performance Of Chemically Grouted Alluvium And Fill Los Angeles Metro Rail, Contract A-130

Society for Mining, Metallurgy & Exploration
Francis B. Gularte Gary E. Taylor James E. Monsees John-Paul Whyte
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
17
File Size:
765 KB
Publication Date:
Jan 1, 1991

Abstract

In a short section of the Los Angeles Metro Rail system approximately 222.5 m (730 ft) of 6.4 m (21 ft) diameter twin-tube tunnels separated by a 1.8 m (6 ft) narrow pillar were designed to pass under a major eight lane freeway and a metropolitan intersection with only 3.7 m (12 ft) to 5.8 m (19 ft) of loose fill and alluvium cover. The design considerations and the chemical grouting program used to stabilize the alluvial materials is discussed. Also included is a discussion of the novel shield used for tunnel excavation and the effects of the subsequent fire.
Citation

APA: Francis B. Gularte Gary E. Taylor James E. Monsees John-Paul Whyte  (1991)  Tunneling Performance Of Chemically Grouted Alluvium And Fill Los Angeles Metro Rail, Contract A-130

MLA: Francis B. Gularte Gary E. Taylor James E. Monsees John-Paul Whyte Tunneling Performance Of Chemically Grouted Alluvium And Fill Los Angeles Metro Rail, Contract A-130. Society for Mining, Metallurgy & Exploration, 1991.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account