The Use of Permanent Tiedown Anchors for Underground Structures

Author:

Parkes James E.12,Castelli Raymond J.12

Affiliation:

1. WSP | Parsons Brinckerhoff, Inc., 1 East Pratt St., Third Floor, Baltimore, MD 21202.

2. WSP | Parsons Brinckerhoff, Inc., One Penn Plaza, New York, NY.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. AASHTO (2014). "LRFD Bridge Design Specifications " 7th Edition American Association of State Highway and Transportation Officials Washington D.C.

2. Bruce Donald (1988) "Practical Aspects of Rock Anchorages for Dams " Fifth Annual Conference Proceedings Association of State Dam Safety Officials Manchester NH.

3. Bruce D.A and Wolfhope J. (2007) "Rock Anchors for Dams: Evolution and Analysis of Corrosion Protection Systems and Construction Costs " Dam Safety '07 Conference Proceedings Association of State Dam Safety Officials September 9-13 Austin TX

4. DMJM Harris/AECOM (November 2005) "North Shore Connector North Side Station and Cut & Cover Tunnel West l Station Cross Section Geometry Sta. L6041+12.50 to Sta. L6043+17.54" Drawing No. TW653 Drawing No. NSC-006 Pittsburgh PA.

5. Druss D.L. (1994) "Waterproofing a Structural Slab at Ground Anchor Locations " Proceedings of the Conference on Serviceability of Earth Retaining Structures Atlanta GA ASCE Special Publication 42 ASCE Reston VA pp. 77-92.

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