Pipe Arch Horizontal Drift Method For Marta's Transit Extension Under 1-285

Society for Mining, Metallurgy & Exploration
A. L. Atta-alla D. T. Iseley
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
19
File Size:
885 KB
Publication Date:
Jan 1, 1991

Abstract

INTRODUCTION The extension project of the East Line Subway of Atlanta's subway network includes the construction of two single track transit tunnels under Interstate Highway 285. The project will be in DeKalb County, Georgia. The length, width, and height of each tunnel are 54.25, 6.3, and 7.2 m (178, 21, and 23 ft) respectively. The ground cover above the tunnel crown ranges from 1.5 to 3.25 m (5 to 11 ft). A soil pillar about 5.5 m (18 ft) wide will remain between the tunnels. The construction of each tunnel includes (i) installation of 21 steel soil support pipes of 75 cm (30 in) diameter, (ii) jet grouting 15 soil cement shafts of 60 cm (24 in) diameter in the soil under the pipes, (iii) contact grouting behind the tunnel lining and between soil support pipes and pavement, (iv) excavation of soil inside the soil support arch, and (v) installation of steel pile foundation, steel sets, and permanent tunnel lining of cast-in-place concrete, all as shown on the cross section in Fig. 1. The soil profile can be described from top to bottom as cement/asphalt concrete pavement, a fill layer consisting mostly of stiff sandy silt/firm silty sand, a residual soil layer consisting mostly of silty sand/sandy silt, partially weathered rock, and solid rock.
Citation

APA: A. L. Atta-alla D. T. Iseley  (1991)  Pipe Arch Horizontal Drift Method For Marta's Transit Extension Under 1-285

MLA: A. L. Atta-alla D. T. Iseley Pipe Arch Horizontal Drift Method For Marta's Transit Extension Under 1-285. Society for Mining, Metallurgy & Exploration, 1991.

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