Publications

Reports to sponsors

1. Negussey, D. and Stuedlein, A.W. (2003) Geofoam Fill Performance Monitoring, Research Report UT-03.17, I-15 Test Bed Report, Utah Department of Transportation, Salt Lake City, UT. 45pp. Download pdf [1.2 MB]

 

2. Negussey, D. and Stuedlein, A.W. (2002) Instrumentation Installation and Monitoring Results, North Geofoam Approach Fill at the New Route 85 Crossing over Normans Kill Creek, Albany, NY, Report RRMB C-01-48 - Evaluation of Geofoam Embankments, Transportation Research Consortium, New York State Department of Transportation, Albany, NY. 40pp.

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Refereed Journal Papers
OSU Oregon State University

North MSE Wall at Sea-Tac International Airport. Numerous strain gages and other instrumentation were installed in a section of this wall.

Refereed discussions and closures

1. Stuedlein, A.W., Allen, T.M., Holtz, R.D., and Christopher, B.R., (In Review) The Assessment of Reinforcement Strains in Very Tall MSE Walls, Journal of Geotechnical and Geoenvironmental Engineering, ASCE.

2. Stuedlein, A.W. (2010) Shear Wave Velocity Correlation for Puyallup River Alluvium, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 9, pp. 1298-1304.

3. Stuedlein, A.W., Bailey, M.J., Lindquist, D.D., Sankey, J., and Neely, W.J. (2010) Design and Performance of a 46 m High MSE Wall, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 6, pp. 786-796.

4. Farnsworth, C.B., Bartlett, S.F., Negussey, D., and Stuedlein, A.W. (2008) Rapid Construction and Settlement Behavior of Embankment Systems on Soft Foundation Soils, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 3. pp. 289-301

1. Meskele, T. and Stuedlein, A.W. (2011) "Performance of an Instrumented Pipe Ramming Installation," Paper C-4-03, Proceedings, No-Dig 2011, North American Society for Trenchless Technology, Washington D.C., 11 pp.

2. Stuedlein, A.W. (2011) "Random Field Model Parameters for Columbia River Silt," Proceedings, GeoRisk, GSP No. XXX, ASCE, Reston, VA.  9 pp.

3. Stuedlein, A.W., Allen, T.M., Holtz, R.D., Christopher, B.R. (2010) Factors Affecting the Development of MSE Wall Reinforcement Strain, Proceedings, Earth Retention 2010, ASCE, Reston, VA., pp 502-511.

4. Stuedlein, A.W. and Holtz, R.D. (2010) Undrained Displacement Behavior of Spread Footings in Clay, The Art of Foundation Engineering Practice, Honoring Clyde N. Baker, Jr., P.E., S.E., GSP 198, ASCE, Reston, VA, pp. 653-669.

5. Stuedlein, A.W., Mikkelsen, P.E., and Bailey, M.J. (2007) Instrumentation and Performance of the North MSE Wall at Sea-Tac International Airport, Proceedings, 7th International Symposium on Field Measurements in Geomechanics, GSP No. 175, ASCE.

6. Negussey, D., Stuedlein, A. W., Bartlett, S. F., Farnsworth, C. (2001) Performance of A Geofoam Embankment At 100 South, I-15 Reconstruction Project, Salt Lake City, UT, Proceedings, EPS 2001, 3rd International Conference on Geofoam, Salt Lake City, UT

7. Bartlett, S. F., Farnsworth, C., Negussey, D., Stuedlein, A. W. (2001) Instrumentation and Long-term Monitoring of Geofoam Embankments, I-15 Reconstruction Project, Salt Lake City, UT, Proceedings, EPS 2001, 3rd International Conference on Geofoam, Salt Lake City, UT

1. Stuedlein, A.W. (2009) Ultimate Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay, Proceedings, U.S.-Japan Symposium on Blast-induced Liquefaction, Oregon State University, Corvallis, OR. Sept. 24-25, 2009.

2. Stuedlein, A.W. and Holtz, R.D. (2008) Statistical Analyses of Aggregate Pier Load Tests, Proceedings, 2nd U.S.-Japan Workshop on Ground Improvement, Geotechnical Earthquake Engineering and Soil Dynamics IV, ASCE, Sacramento, CA.

3. Stuedlein, A.W., Gibson, M.D., and Horvitz, G.E. (2008) Tension and Compression Micropile Load Tests in Gravelly Sand, Proceedings, 6th International Conference on Case Histories in Geotechnical Engineering, Paper 1.12, Washington D.C.

4. Stuedlein, A. W., Negussey, D., and Mathioudakis, M. (2004) A Case History of the Use of Geofoam for Bridge Approach Fills, Proceedings, 5th International Conference on Case Histories In Geotechnical Engineering, Paper 8.40, New York, NY

1. Olsen, M.J., and Stuedlein, A.W., (2010). Discussion, “Use of terrestrial laser scanning for the characterization of retrogressive landslides in sensitive clay and rotational landslides in river banks”, Canadian Geotechnical Journal,  Vol. 47, No. 10, pp. 1164-1168.

2. Stuedlein, A.W. (2010) Discussion, Performance Monitoring of a Rammed Aggregate Pier Foundation Supporting a Mechanically Stabilized Earth Wall, Journal of Performance of Constructed Facilities, ASCE, Vol. 24, No. 3, pp.

3. Stuedlein, A.W. and Holtz, R.D. (2008) Discussion, Load Transfer in Rammed Aggregate Piers, International Journal of Geomechanics, ASCE, Vol. 8, No. 5. pp. 322-323