Movements Due to Freezing, Thawing and Tunneling Beneath Two Buildings

Society for Mining, Metallurgy & Exploration
L. A. Becker K. J. DiRocco K. E. Wood
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
12
File Size:
1011 KB
Publication Date:
Jan 1, 2005

Abstract

The Russia Wharf segment of the Silver Line Phase II Project for the MBTA incorporated ground freezing and underpinning during New Austrian Tunneling Method(NATM) tunneling through timber pile foundations, urban fill, and abandoned wharf structures beneath two historic 7-story buildings with steel frames and masonry facades. During construction, the project team implemented an extensive program to monitor, evaluate, and mitigate the ground and building movements caused by the various construction activities. Mitigation included freeze cycling and building raising/lowering to compensate for ground movements and safely maintain the serviceability and occupancy of the buildings. In this paper, we present the history of the freeze, tunnel construction, and thaw-related movements that occurred and the building response that we observed.
Citation

APA: L. A. Becker K. J. DiRocco K. E. Wood  (2005)  Movements Due to Freezing, Thawing and Tunneling Beneath Two Buildings

MLA: L. A. Becker K. J. DiRocco K. E. Wood Movements Due to Freezing, Thawing and Tunneling Beneath Two Buildings. Society for Mining, Metallurgy & Exploration, 2005.

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