Design and Performance of a 46-m-High MSE Wall

Author:

Stuedlein Armin W.12345,Bailey Michael12345,Lindquist Doug12345,Sankey John12345,Neely William J.12345

Affiliation:

1. Assistant Professor, School of Civil and Construction Engineering, Oregon State Univ., 220 Owen Hall, Corvallis, OR 97331 (corresponding author).

2. CEO, Hart Crowser, 1700 Westlake Ave. North, Ste. 200, Seattle, WA 98109.

3. Senior Associate, Hart Crowser, 1700 Westlake Ave. North, Ste. 200, Seattle, WA 98109.

4. Vice President of Engineering, The Reinforced Earth Company, 8614 Westwood Center Dr., Vienna, VA 22182.

5. Senior Vice President and Chief Engineer, Retaining Wall Services, Inc., 1660 Hotel Circle North, Suite 304, San Diego, CA 92108.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference31 articles.

1. Anderson L. R. Sharp K. D. and Harding O. T. (1987). “Performance of a 50-foot high welded wire wall.” Proc. Soil Improvement—A Ten Year Update J. P. Welsh ed. ASCE New York 280–308.

2. Seismic Stability Procedures for Solid-Waste Landfills

3. The engineering behaviour of fill materials: the use, misuse and disuse of case histories

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