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

- 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:
(1991) Tunneling Performance Of Chemically Grouted Alluvium And Fill Los Angeles Metro Rail, Contract A-130MLA: Tunneling Performance Of Chemically Grouted Alluvium And Fill Los Angeles Metro Rail, Contract A-130. Society for Mining, Metallurgy & Exploration, 1991.