online repository

http://www.civil.utah.edu/~bartlett/pubs/

EPS GEOFOAM CONSORTIUM

http://www.civil.utah.edu/~bartlett/Geofoam/

DESIGN GUIDANCE

  • Bartlett, S.F., Lingwall, B. N., Trandafir, A. C. and Lawton E. C, 2012, “Protection of Steel Pipelines from Permanent Ground Deformation Using EPS Geofoam,” in Increasing the Seismic Resilience of Natural Gas Systems - Select Topics of Interest, ASCE Technical Council and Lifelines and Earthquake Engineering, 33 p.

  • Stark, T. D., Bartlett, S. F. and Arellano, D., 2012, “Expanded Polystyrene (EPS) Geofoam Applications and Technical Data, The EPS Industry Alliance, 1298 Cronson Blvd., Suite 201, Crofton, MD 21114, p. 36.

  • Bartlett, S. F., Lawton, E. C. and Gibbs, Z. M., 2017, “Evaluation of Secondary Consolidation Settlement Associated with Embankment Construction for Fast-Paced Transportation Projects,” Technical Report Prepared for the Utah Department of Transportation, Salt Lake City, Utah, 472 p.

  • Bartlett, S. F. and Neupane, R., 2016, “Seismic Evaluation of Expanded Polystyrene (EPS) Geofoam Bridge System for Overpass Structures,” Technical Report Prepared for the Mountain Plains Consortium and the Norwegian Public Road Administration, 252 p.

  • Amini, Z. and Bartlett, S.F., 2013, “Stability of Free-standing EPS Geofoam Embankments,” Prepared for InsulFoam Corporation, 273 p.

  • Amini, Z. and Bartlett, S. F., 2013, “EPS Geofoam Adhesive Bond Strength Evaluation for Improving Sliding Resistance for Seismic and Construction Applications,” Prepared for InsulFoam Corporation, 157 p.

  • Bartlett, S.F. and Farnsworth, C. B.¸ 2011, “I-15 Reconstruction and Long-Term Embankment Monitoring Study, Final Report,”Prepared for the Utah Department of Transportation Research Division, Report, Oct. 2011, 75 p.

  • Bartlett, S.F., Lawton, E.C., Farnsworth, C.B., and Newman, M.P., 2011,“Design and Evaluation of Geofoam Embankment for the I-15 Reconstruction Project, Salt Lake City, Utah, Prepared for the Utah Department of Transportation Research Division, Oct. 2011, 184 p.

  • Bartlett, S.F., Lawton, E.C., and Meng, X., 2011, “Estimation of Liquefaction-Induced Lateral Spread from Numerical Modeling and Its Application,” Prepared for the Utah Department of Transportation Research Division Report, Oct. 2011, 238 p.

  • Bartlett, S.F., 2011, “Evaluation of the Seismic Stability of Light-Weight Concrete Embankment, Colton Crossing, California,” prepared for HDR Consultants, Omaha Nebraska, April, 2011, 223 p.

  • Lingwall, B., Bartlett, S.F. and Trandafir, A.C., 2009, “Protection of Buried Pipelines for Permanent Ground Displacement Using EPS Geofoam,” Technical Report Prepared for Questar Corporation, October 2009, 255 p.

  • Farnsworth, C. B. and Bartlett S. F., 2009, “Evaluation of Methods for Determining Horizontal Drainage Properties of Soft, Clayey Soils,” Utah Department of Transportation Research Report No. UT-08.11, 184 p.

  • Farnsworth, C. B. and Bartlett, S. F., 2008, “Evaluation of Rapid Construction and Settlement of Embankment Systems on Soft Foundation Soils.” UDOT Research Report No. UT-08.05, 66 p., Utah Department of Transportation, Salt Lake City, Utah.

  • Bartlett, S.F., and Ozer, T., 2005, “Estimation of Consolidation Properties from In-Situ and Laboratory Testing,” Utah Department of Transportation Research, Research Division, Report, 206 p.

  • Bartlett, S. F., 2004, “Ground Response Analyses and Design Spectra for UDOT Bridges on Soft Soil Sites,” Utah Department of Transportation, Research Division Report, January 8, 2004, 195 p.

  • Bartlett, S. F. and Alcorn, D. P., 2004, “Estimation of Preconsolidation Stress and Compression Ratio from Field and Laboratory Measurements from the I-15 Reconstruction Project, Salt Lake City, Utah.” Utah Department of Transportation Research Report No. UT-03.20, 87 p.

journal and conference papers

  • Sharifi-Mood, M., Gillins, D. T., Franke, K. W., Harpert, J. N., Bartlett, S.F. and Olsen, M. J., 2018, “Probabilistic Liquefaction-Induced Lateral Spread Hazard Mapping and its Applications to Utah County, Utah,” Engineering Geology, 237(2018)76-91.

  • Aabøe, R, Bartlett, S. F., Duškov, M., Frydenlund, T. E., Mandal, J. N., Negussey, D., Özer, T. A., Hideki, T., Vaslestad, J., 2018, “Geofoam Blocks in Civil Engineering Applications,” 5th International Conference on the Use of Geofoam Blocks in Construction Applications, May, Kyrenia, Northern Cyprus, 9th – 11th, 2018.

  • Bartlett, S. F., Amini, Z., 2018, “Design and evaluation of seismic stability of free-standing EPS embankment for transportation systems,” 2018, 5th International Conference on the Use of Geofoam Blocks in Construction Applications, May, Kyrenia, Northern Cyprus, 9th – 11th, 2018.

  • Vaslestad, J., Bartlett, S. F., Aabøe, R, Burkart, H., Ahmed, T., Arellano, D. A., 2018, “Bridge Foundations Supported by EPS Geofoam Embankments on Soft Soil”, 5th International Conference on the Use of Geofoam Blocks in Construction Applications, May, Kyrenia, Northern Cyprus, 9th – 11th, 2018.

  • Farnsworth, C. B., Bartlett, S. F. and Lawton E. C., 2016 “Development of a Multiflow In Situ Permeameter,” ASCE Geo-Chicago 2016, August 14th-18th, 2016, Chicago, Illinois, ASCE GSP 272, pp. 487-496.

  • Bartlett, S. F., 2015, “Protection of Pipelines from Permanent Ground Deformation Using EPS Geofoam,” Basin and Range Province Seismic Hazard Summit III, Salt Lake City, Utah, Jan. 12-17, 2015, 21 p.

  • Bartlett, S. F., Lingwall, B. A., and Vaslestad, J. “Methods of Protecting Buried Pipeline and Culverts Using EPS Geofoam in Transportation Infrastructure,” 2015, Geotextiles and Geomembranes, Volume 42, Issue 5, October 2015, pp. 450-461.

  • Farnsworth, C. B., Ozer, T. A, Bartlett, S. F., Lawton E. C., 2014, “Comparison of Methodologies for Establishing Horizontal Drainage Design Properties in Soft Cohesive Soils,” Transportation Research Record, 2511:1-8, July 2015.

  • Bartlett, S. F., Farnsworth, C. B. and Lingwall, B. A., 2014, “Construction and Long-Term Settlement Performance Monitoring of MSE Walls Constructed With and Without Soil Improvement,” Conference Proceedings of Transportation Research Board Annual Meetings, January 11th to 15th, 2015, Washington, D.C., 15 p.

  • Lingwall, B. N. and Bartlett, S. F., “Full-scale Testing of An EPS Geofoam Cover System to Protect Pipelines at Locations of Lateral Soil Displacement, 2014, ASCE Pipelines Conference, Portland Oregon, August 3rd – 6th, 2014, 11 p.

  • Özer T. A., Akay O., Fox G. A., Bartlett, S. F. and Arellano D. A., 2014, “A New Method for Remediation of Sandy Slopes Susceptible to Seepage Flow using EPS-Block Geofoam, Geotextiles and Geomembranes, 42, (2014) 166-180.

  • Bartlett, S., Arellano, D., Vaslestad, J., Aaboe, R. and Ahmed T., 2014, “Bridge Foundations Supported by EPS Geofoam on Soft Soil,” 10th International Conference on Geosynthetics, Berlin, Germany, September 21 – 25, 2014, 9 p.

  • Bartlett, S. F., “Liquefaction-Induced Ground Failures in Southern Alaska Along the Alaskan Railroad and Highway during the 1964 Alaskan Earthquake,” 2014, 10th U.S. National Conference on Earthquake Engineering (10NCEE), Anchorage, Alaska, July 21-25th, 2014.

  • Bartlett, S. F. and Lingwall, B. N, 2014, “Protection of Lifelines and Buried Structures Using EPS Geofoam,” GeoShanghai, International Conference sponsored by Tongji University, ASCE Geo-Institute and Transportation Research Board, Shanghai, China, May 26th-28th, 2014, ASCE Geotechnical Special Publication, No. GSP 238, 10 p.

  • Farnsworth, C. B., Bartlett, S. F. and Lawton, E. C., 2014” Using a Rowe Cell to Establish Horizontal Drainage Properties of Soft Soils, Geo-Congress, Atlanta, Georgia, Feb. 23-26th, 2014.

  • Gillins, D. T. and Bartlett, S. F. “Multilinear Regression Equations for Predicting Lateral Spread Displacements from Soil Type and CPT Data,” 2013, J. Geotech. Geoenviron. Eng., Dec. 2013, 11 p.

  • Akay, O., Ozer A. T., Fox G. A., Bartlett S. F. and Arellano, D., 2013, “Behavior of Sandy Slopes Remediated by EPS-Block Geofoam Under Seepage Flow,” Geotextiles and Geomembranes 37 (2013) pp. 81-98.

  • Lingwall, B. N. and Bartlett, S. F., 2013, “Settlement of Structures Adjacent to Large Embankment Construction – A Case History in Settlement Estimates,” ASCE GeoCongress, 2013.

  • Lingwall, B. N. and Bartlett, S. F., 2013, “An Innovative Use of Expanded Polystyrene Insulated Concrete Forms (ICF) for Geohazards Reduction, Geosynthetics, 2013.

  • Farnsworth, C. F., Bartlett, S. F. and Lawton E. C., 2013, “Estimation of the Time-Rate of Settlement for Multi-Layered Clays Undergoing Radial Drainage,” Transportation Research Record: Journal of the Transportation Research Board, No. 2363, Transportation Research Board of the National Academies, Washington, D.C., 2013, pp. 3–11.

  • Ozer, A. T., Lawton, E. C., and Bartlett, S. F., 2012, "New Method to Determine Proper Strain Rate for Constant Rate of Strain Consolidation Tests." Canadian Geotechnical Journal, Vol. 49, No. 1, January, pp. 18-26.

  • Ozer, A. T., Bartlett, S. F., and Lawton, E. C., 2012, “CPTU and DMT for Estimating Soil Unit Weight of Lake Bonneville Clay.”  4th International Conference on Geotechnical and Geophysical Site Characterization, Porto de Galinhas, Brazil, Sept. 28-21.

  • Anderson, J. A. and Bartlett, S. F., 2012,” Development of Seismic Design Approach for Freestanding Freight Railroad Embankment Comprised of Lightweight Cellular Concrete,” State of the Art and Practice in Geotechnical Engineering, GeoCongress 2012, Oakland, California, March 25-29, 2012.

  • Bartlett, S. F., Negussey, D., Farnsworth, C. B., and Stuedlein, A., 2011, “Construction and Long-Term Performance of Transportation Infrastructure Constructed Using EPS Geofoam on Soft Soil Sites in Salt Lake Valley, Utah,” EPS 2011 Geofoam Blocks in Construction Applications, Oslo Norway.

  • Bartlett, S. F., Trandafir, A. C., Lawton E. C. and Lingwall, B. N., 2011, “Applications of EPS Geofoam in Design and Construction of Earthquake Resilient Infrastructure,” EPS 2011 Geofoam Blocks in Construction Applications, Oslo Norway.

  • Trandafir, A. C., Bartlett, S. F. and Erickson, B. A., 2011, “Dynamic Properties of EPS Geofoam from Cyclic Uniaxial Tests with Initial Deviator Stress,” EPS 2011 Geofoam Blocks in Construction Applications, Oslo Norway.

  • Trandafir, A. C., Erickson, B. A., Moyles J. F. and Bartlett S.F., 2011, “Confining Stress Effects on the Stress-strain Response of EPS Geofoam in Cyclic Triaxial Tests,” ASCE Geo-Frontiers, Mar. 13-16, 2011, Dallas, Texas.

  • Trandafir, A. C., Bartlett S. F. and Lingwall, B. N., 2010, “Behavior of EPS geofoam in stress-controlled cyclic uniaxial tests,” Geotextiles and Geomembranes, 28 (2010) pp.514–524.

  • Newman, M. P., Bartlett S. F., Lawton, E. C., 2010, “Numerical Modeling of Geofoam Embankments,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, February 2010, pp. 290-298.

  • Ozer, A. T., Bartlett, S. F., and Lawton, E. C., 2010, “DMT Testing for Consolidation Properties of the Lake Bonneville Deposits”, 2nd International Symposium on Cone Penetration Testing, Huntington Beach, California, USA, May 9-11, 2010, Volume 3: Technical Papers: Applications, pp. 49-56.

  • Trandafir, A. C. and Bartlett S. F., 2010, “Seismic Performance of Double Geofoam Buffer Systems,” 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, May 24th to 29th, 2010.

  • Bartlett, S. F. and Lawton E. C., 2008, “Evaluating the Seismic Stability and Performance of Freestanding Geofoam Embankment,” 6th National Seismic Conference on Bridges and Highways, Charleston, S.C., July 27th – 30th 2008, 17 p.

  • Kim, H. C., Zhou, X. and Bartlett, S. F., 2008, “Dynamic Traveller Response Modeling for Seismic Risk Analysis of Transportation Systems, 6th National Seismic Conference on Bridges and Highways, Charleston, S.C., July 27th – 30th 2008.

  • Farnsworth C. F., Bartlett S. F., Negussey, D. and Stuedlein A. 2008, “Construction and Post-Construction Settlement Performance of Innovative Embankment Systems, I-15 Reconstruction Project, Salt Lake City, Utah,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE (Vol. 134 pp. 289-301, March 2008).

  • Olsen, M. J., Bartlett, S. F. and Solomon, B. J., 2007, “Lateral Spread Hazard Mapping of the Northern Salt Lake Valley, Utah, for M7.0 Scenario Earthquake,” Earthquake Spectra, Vol. 23, Number 1, pp. 95-113.

  • Ozer, T., Bartlett, S. F. and Lawton, E, 2006, “DMT Testing for Consolidation Properties of the Lake Bonneville Clay, 2nd International Conference on the Flat Dilatometer, Washington, D.C., April 2 – 5, 2006.

  • Bartlett, S. F., 2005, “Lightweight Solution,” Infrastructure Technology, Spring 2005, pp. 36-40 (Chinese and English).

  • Farnsworth, C. and Bartlett, S. F., 2005, “Long-Term Instrumentation Program to Monitor Various Geo-Technologies Used on the I-15 Reconstruction Project, Salt Lake City, Utah,” Transportation Research Board 84th Annual Meetings, Washington D. C., January 9th to 13th, 2005.

  • Bartlett, S. F. and Farnsworth, C., 2002, “Performance of Lime Cement Stabilized Soils for the I-15 Reconstruction Project, Salt Lake City, Utah,” Transportation Research Record No. 1808, Paper No. 02-3314, pp. 58-66.

  • Youd, T. L., Hansen, C. M., Bartlett S. F., 2002, “Revised Multilinear Regression Equations for Prediction of Lateral Spread Displacement,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, December 2002, pp. 1007-1017.

  • Saye, S. R., Esrig, M. I., Williams, J. L., Pilz J., Bartlett S.F., “Lime Cement Columns for the Reconstruction of Interstate 15 in Salt Lake City, Utah.” ASCE Geo-Odessey, Blacksburg, Virginia, June 10th to 13th, 2001, 16 p.

  • Bartlett S. F., Farnsworth, C., Negussey, D., and Stuedlein, A. W., 2001, Instrumentation and Long-Term Monitoring of Geofoam Embankments, I-15 Reconstruction Project, Salt Lake City, Utah,” EPS Geofoam 2001, 3rd International Conference, Dec. 10th to 12th, 2001, Salt Lake City, Utah, 23 p.

  • Negussey, D., Stuedlein, A. W., Bartlett, S. F., Farnsworth, C., “Performance of Geofoam Embankment at 100 South, I-15 Reconstruction Project, Salt Lake City, Utah,” EPS Geofoam 2001, 3rd International Conference, Dec. 10th to 12th, 2001, Salt Lake City, Utah, 22 p.

  • Bartlett, S. F., Monley, G., Soderborg, A., Palmer, A., 2001, “Instrumentation and Construction Performance Monitoring for the I-15 Reconstruction Project, Salt Lake City, Utah,” Transportation Research Record No. 1772, Paper No. 01-3394, pp. 40-47.

  • Bartlett, S. F., Negussey, D. and Kimble, M., 2000, “Design of Geofoam Embankments for the I-15 Reconstruction,” Conference on Application and Design of Expanded Polystyrene, Sponsored by Taiwan Area National Expressway Engineering Bureau and China Engineering Consultants, Inc., March 3rd, 2000, Taipei, Taiwan, 20 p. (in Chinese).

  • Bartlett, S. F., Negussey, D., Kimball, M., 2000, “Design and Use of Geofoam on the I-15 Reconstruction Project,” Conference Proceedings of Transportation Research Board Annual Meetings, January 9th to 13th, 2000, Washington, D.C., 20 p.

  • Bartlett, S. F., 1999, “Research Initiatives for Monitoring Long Term Performance of I-15 Embankments, Salt Lake City, Utah,” 34th Annual Symposium on Engineering Geology and Geotechnical Engineering, Logan, Utah, May 28th to 30th, 1999, pp. 54-57.

  • Simon, D. B., Shlemon, R. J., and Bartlett, S.F., 1999, “Holocene Ground Failure in Downtown Salt Lake City, Utah,” Geological Society of America, Cordilleran Section, Vol. 31, Number 6, Berkeley, California, May 1999, p. A95.

  • Youd, T.L., Hansen, C.M., and Bartlett, S.F., 1999, Revised MLR Equations for Predicting Lateral Spread Displacement, Proceedings, 7th U.S.‑ Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction, Seattle, Washington, Multidisciplinary Center for Earthquake Engineering Research Technical Report MCEER‑99‑0019, p. 99‑114

  • Bartlett, S. F., and Youd, T. L. 1995, “Empirical Prediction of Liquefaction-Induced Lateral Spread,” Journal of Geotechnical and Environmental Engineering, ASCE, April 1995, pp. 316 – 329.

  • Bartlett, S. F. and Youd, T. L., 1993, "Prediction of Liquefaction-Induced Ground Displacement near Bridges," Proceedings from the U.S. National Earthquake Conference, Memphis, Tennessee, May 2nd to 5th, 1993, p. 575‑584.

  • Bartlett, S. F., McMullin, S. R., and Serrato, M., 1993, "State of the Art Design:  A Closure System for the Largest Hazardous Waste Landfill at the Savannah River Site," Proceedings of Waste Management '93 Symposium, Volume 2, Technology and Programs for Radioactive Waste Management and Environmental Restoration, Tucson, Arizona, February 28th to March 4th, 1993, p. 1729-1735.

  • Bartlett, S.F. and Youd, T.L., 1992, Empirical Prediction of Lateral Spread Displacement: Proceedings, 4th US ‑ Japan Workshop on Earthquake Resistant Design Lifeline Facilities and Countermeasures for Soil Liquefaction, Honolulu, Hawaii, May 1992, NCEER‑92‑0019, v. 2, p. 351‑366.

  • Youd, T.L. and Bartlett, S.F., 1990, Case Histories of Lateral Spreads from the 1964 Alaska Earthquake: Proceedings, 3rd Japan ‑ U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, National Center for Earthquake Engineering Research, Buffalo, New York, p. 175‑190.Y

  • Youd, T.L. and Bartlett, S.F., 1989, U.S. Case Histories of Liquefaction-Induced Ground Displacement,” National Center for Earthquake Engineering Research in Proceedings of First U.S.-Japan Workshop on Liquefaction, Large Ground Deformation and Their Effects on Lifeline Facilities, p. 22-31. 

miscellaneous TECHNICAL Reports 

  • Bartlett, S. F., Hinckley D. W., Gerber, T. M., 2017, “Liquefaction-Induced Ground Displacement Hazard Maps for a M7.0 Scenario Event on the Salt Lake City Segment of the Wasatch Fault Zone, Salt Lake County, Utah, Utah Geological Survey Open File Report, 100 p.

  • Arellano, D., Bartlett, S. F., Neupane, R., Li, S., 2015, “Preliminary Evaluation of Geofoam for Support of Freight Rail Tracks,” Research Report prepared for the Intermodal Freight Transportation Institute, Herff College of Engineering, University of Memphis, 208 p.

  • Lawton, E. C., Platt, M. R., and Bartlett, S. F., 2014, "Instrumentation and Settlement Analysis of Approach Embankments for SR-77/1500 West Interchange in Springville, Utah."  Final Report, Utah Department of Transportation, October 2014, 282 pp. (in review).

  • Bartlett, S.F. and Gillins, D.T., 2013,”Mapping the Probability and Uncertainty of Liquefaction-Induced Ground Failure for Weber County, Utah,” U.S.G.S. Technical Report, Research Grant Award G12AP20074, March 2013, 282 p.

  • Weeks, S. T., Halling, M. W., Molyneux, M.E., Bartlett, S. F., Snow, R., 2012, “Strong Motion Instrumentation Plan for the Utah Department of Transportation,” Utah Department of Transportation Research Report No. UT-12.01, Jan. 2012, 52 p.

  • Wang, Y., Bartlett, S. F., Miles, S. B., 2012, “Earthquake Risk Study for Oregon’s Critical Energy Hub,” Final Report to Oregon Department of Energy and Oregon Public Utility Commission, Oregon Department of Geology and Mineral Industries, August, 2012, 157 p.

  • Bartlett, S. F., Lawton E. C., Lingwall, B. N. and Cline M. F., 2011,”Hyperbolic Model Parameters and Settlement Modeling for the I-15 Reconstruction Project,” Prepared for the Utah Department of Transportation Research Division, Report, Oct. 2011, 93 p.

  • Bartlett, S.F., Zhou, X., Stevanovic, A., Kim, H. C., 2010, “Seismic Vulnerability of UDOT Lifelines in Salt Lake County, Utah,” Prepared for the Utah Department of Transportation Research Division, Report, Oct. 2010, 258 p.

  • Bartlett, S. F., 2010, “Probabilistic Liquefaction Potential and Liquefaction Induced Ground Failure Maps for the Urban Wasatch Front, Phase II, FY2005, U.S.G.S. Technical Report, Research Grant 05HQGR0017, Sept. 2010, 19 p.

  • Gillins, D. T. and Bartlett S. F., 2010, “Lateral Spread Ground Failure Maps and Evaluations for Weber County, Utah,” Weber Basin Water Conservancy District, Utah, Sept, 2010, 33 p.

  • Bartlett, S. F. and Lawton E.C., 2010, “Geological Investigations of Drill Shaft Sites,” Prepared for PacifiCorp, July, 2010, 25 p.

  • Bartlett, S. F., Gerber, T. M., Hinckley, D., 2010, “Probabilistic Liquefaction Potential and Liquefaction-Induced Ground Failure Maps for the Urban Wasatch Front:  Phase IV, Fiscal Year 2007:  Collaborative Research with University of Utah and Brigham Young University,” U.S.G.S. Technical Report, Research Grant Awards 07HQGR0021 and 07HQGR0024, March 2010, 144 p.

  • Bartlett, S. F., Ericksen, G., Leeflang, B., Solomon, B. J., 2010, “Probabilistic Liquefaction Potential and Liquefaction-Induced Ground Failure Maps for the Urban Wasatch Front: Phase III, Fiscal Year 2006,” U.S.G.S. Technical Report, Research Grant Award 06HQGR0015, March 2010, 198 p.

  • Bartlett, S. F., Trandafir, A.C., and Higley, B. J., 2009, “Bond Strength of MegaCreteTM Facing on Expanded Polystyrene for Highway Embankments,” Technical Report Prepared for Mega Packaging Corporation, Manila, Philippines, April, 2009, 20 p.

  • Cline, M. D., and Bartlett S. F., 2008, “Numerical Modeling of Settlement Behavior of Treated and Untreated Foundation Soils Underlying MSE Wall for the I-15 Reconstruction Project, Salt Lake City, Utah,” Utah Department of Transportation Research Report No. UT-04.18, 62 p.

  • Lingwall, B. and Bartlett, S. F. 2007, “Conceptual Design and Modeling:  EPS Geofoam Cover System for Buried Pipelines,” prepared for Questar Gas Corporation, Salt Lake City, Utah, Aug. 2007, 22 p.

  • Bartlett, S. F., Ericksen, G., Leeflang, B. and Solomon, B.J., 2006, “Probabilistic Liquefaction Potential and Lateral Spread Displacement Hazard Maps for Salt Lake County,” United States Geological Survey, USGS Award No. 06HQGR0015.

  • Bartlett S. F., Olsen, M. J., and Solomon, B. J., 2005, “Lateral Spread Hazard Mapping of Northern Salt Lake County for a Magnitude 7.0 Scenario Earthquake,” United States Geological Survey, USGS Award No. 04HQGR0026, 218 p.

  • Erickson, G. and Bartlett, S. F., 2004, “Noise Assessment,” Prepared for the Tooele Army Depot, Tooele County, Utah, 18 p.

  • Bartlett, S. F., 2004, “Field Reconnaissance Report, Telescope and Auger Arrays, Cosmic Ray Observatory, Delta, Utah, University of Utah Physics Department, 55 p.

  • Bartlett, S.F. and Farnsworth, C.B., 2004. “Monitoring and Modeling of Innovative Foundation Treatment and Embankment Construction Used on the I-15 Reconstruction Project, Project Management Plan and Instrument Installation Report,” UDOT Research Report No. UT-04.19, 202 p.

  • Bartlett, S. F. and Lee, H., 2004, “Estimation of Compression Properties of Clayey Soils, Salt Lake Valley, Utah,” Utah Department of Transportation Research Report No. UT-04.28, 44 p.

  • Rouhani, S., Lin, Y. P., and Bartlett, S. F., 1995, “H-Area/ITP Geostatistical Assessment of In-Situ and Engineering Properties,” Final Technical Report, ERDA Project No. 93044, September 5, 1995, Site Geotechnical Services, Westinghouse Savannah River Company, Aiken, South Carolina, 35 p.

  • Bartlett, S.F. and Youd, T.L. 1992, Case Histories of Lateral Spreads Caused by the 1964 Alaska Earthquake: in Case Studies of Liquefaction and Lifeline Performance During Past Earthquakes: National Center for Earthquake Engineering Research Technical Report NCEER‑92‑0002, v. 2, 127 p.

  • Bartlett, S. F. and Youd, T. L., 1990, "Evaluation of Ground Failure Displacement Associated with Soil Liquefaction:  Compilation of Case Histories," Miscellaneous Paper S-73-1, U.S. Army Corps of Engineers, 86 p.

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