U.S. Approach To Soft Ground NATM

Society for Mining, Metallurgy & Exploration
Larry H. Heflin Harold Wagner Prakash Donde
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
15
File Size:
574 KB
Publication Date:
Jan 1, 1991

Abstract

INTRODUCTION The Washington Metropolitan Area Transit Authority is responsible for the planned 166 kilometer (103 mile) Metro rapid rail transit system in Washington, D.C. Some 117 kilometers (72.8 miles) of this system is in operation and contains 30.6 route-kilometers (19 miles) of rock tunneling. To complete the planned system an additional 1.6 kilometers (1.0 miles) of single track tunnels in rock are planned and additional contracts will consist of 4 kilometers (2.5 miles) of twin tunnel, resulting in 8 additional linear kilometers (5 miles) of single track tunnel contracts yet to be offered in soft ground. Three recent contracts in soft ground included the New Austrian Tunneling Method (NATM), along with conventional tunneling, as a bid option. Section E5a, Fort Totten Station and Tunnels, was the only one of the three to be constructed using the NATM option. This is the first application of the New Austrian Tunneling Method in soft ground in the United States. This paper will concentrate on the Fort Totten Station chamber NATM design, construction, and the instrumentation readings and evaluations which lead to an engineering back analysis which allowed a refinement of the bid design, resulting in a faster, more efficient construction. Design of the Fort Totten Station and Lines was done by Sheladia Associates. The design team included Greiner Engineering and Jenny Engineering with Mayreder-Consult of Austria, who was responsible for NATM design and NATM construction consultation.
Citation

APA: Larry H. Heflin Harold Wagner Prakash Donde  (1991)  U.S. Approach To Soft Ground NATM

MLA: Larry H. Heflin Harold Wagner Prakash Donde U.S. Approach To Soft Ground NATM. Society for Mining, Metallurgy & Exploration, 1991.

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