Dov leshchinsky



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Edited Books






Ling, H.I., Callisto, L., Leshchinsky, D., and Koseki, J. (2007). Soil Stress-Strain Behavior:  Measurement, Modeling and Analysis. Springer, the
Netherlands, 981 pp.






Collin, J. G., Leshchinsky, D., and Hung, J. C-J., Slope and Embankment Design, FHWA NHI-05-123, National Highway Institute, Federal Highway Administration, Washington, DC, September 2005, p. 331.






Ling, H. I., Kaliakin, V. N., and Leshchinsky, D.: Editors of the proceedings of Geosynthetic and Geosynthetic-Engineered Soil Structures, Symposium Honoring Prof. Robert M. Koerner sponsored by the ASCE Engineering Mechanics Division, McMat 2005, Baton Rouge, Louisiana, May 2005, p. 303.






Ling, H. I., Leshchinsky, D., and Tatsuoka, F.: Editors of the proceedings of Reinforced Soil Engineering: Advances in Research, Columbia University, ISBN 0-8247-4254-0, 544 p., 2003, Pub. Marcel Dekker, Inc.






Tatsuoka, F. and Leshchinsky, D.: Editors of the Proceedings of the International Symposium on Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls, Nov. 6-7, 1992, Institute of Industrial Science, University of Tokyo (SEIKEN), 1994, Balkema.




Conference Papers






Khosravi, M., Leshchinsky, D. and Meehan, C. L. “Stability Analysis of Seismically Loaded Slopes Using Finite Element Techniques,” Geo-Congress 2013, ASCE






Vahedifard, F., Leshchinsky, D. and Meehan, C. L. “Application of a New Analytical-Numerical Framework for Displacement-Based Seismic Design of Geosynthetic-Reinforced Earth Structures,” Geo-Congress 2013, ASCE,






Herle, V., and Leshchinsky, D. “Study of Damage of a High Reinforced Fill Structure,” EuroGeo 5, 5th European Geosynthetics Congress, Vol. 4, 297-301, Valencia, Spain, September 2012






Leshchinsky, D. “Lessons Learned from Failed MSE Walls,” Theories and Technologies for High-Speed Transportation Infrastructure (eds. Chen, Yu, Bian), IS-Geo Trans 2012, Zhejiang University, Hangzhou, China, October 2012, 33-41






Leshchinsky, D. “Efficient Methodologies to Determine Geosynthetic Layout in Reinforced Earth Structures,” Keynote Paper, Pro., International Conference on Highway Engineering, Vol. I, 29-38, Bangkok, Thailand, April 2012, 29-38






Leshchinsky, D. “Topics in Geosynthetic Reinforced Earth Structures,” 43 pages, Keynote Paper, Proc., Conferenze Di Geotechnica Di Torino, XXIII Cicloe: Earth Retaining Structures and Slope Stabilization: Theory, Design, and Application, 23-24 Nov. 2011, eds. Monnassero, Dominijanni






Arellano, D., Stark, T.D., Horvath, J.S., Leshchinsky, D., Kafash, M.H., and Wang, C. “Overview of the NCHRP Design Guideline for EPS-Block Geofoam in Slope Stabilization and Repair.” 4th International Conference on Geofoam Blocks in Construction Applications, EPS 2011 Norway, June 6-8, 2011






Thakur, J.K., Han, J., Leshchinsky, D., Halahmi, I., and Parsons, R.L. “Creep deformation of unreinforced and geocell-reinforced recycled asphalt pavements. “ Advances in Geotechnical Engineering, Geotechnical Special Publication No. 211, Proceedings of GeoFrontiers 2011, Dallas, TX, March 2011, 4723-4732.






Leshchinsky, D., “Lessons learned from failed MSE walls,” Keynote paper, Proceedings of the International Conference on Slopes, Chiang Mai, Thailand, July 2010, 199-204






Han, J., Pokharel, S.K., Parsons, R.L., Leshchinsky, D., and Halahmi, I., “Effect of infill material on the performance of geocell-reinforced bases ,” Proc. of the 9th Int’l Conference on Geosynthetics, Brazil, May 2010, 1503-1506






Leshchinsky, D. “Analysis and Design of Geotextile Tubes,” Proceedings of the 2008 Geotextile Tubes Workshop held at Mississippi State University, SERRI # 70015-002, sponsored by Oak Ridge National Lab, TN, 235-250






Pokharel, S.K., Han, J., Leshchinsky, D., Parsons, R.L., and Halahmi, I. (2009), “Experimental Study on Bearing Capacity of Geocell-Reinforced Bases,” 8th international conference on Bearing Capacity of Roads, Railways and Airfields, June 29 -July 2, 2009, Urbana-Champaign, Illinois.






Pokharel, S. K., Han, J., Leshchinsky, D., Parsons, R. L., Halahmi, I., “Behavior of Geocell-Reinforced Granular Bases under Static and Repeated Loads,” International Foundation Congress & Equipment Expo 2009, March 15-19, 2009, Orlando, Florida, ASCE, Geotech. Special Pub. 187, 409-416.






Walsh, N.A., Meehan, C.L., Leshchinsky, D., (2009), “Lessons Learned: Field Installation of Strain Gages on High-Strength Geotextile,” International Foundations Congress and Equipment Expo '09, Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support, Geotechnical Special Publication 187, Orlando, FL, March 15-19, 2009, ASCE, 369-376.






Han, J., Yang, X.M., Leshchinsky, D., Parsons, R.L., and Rosen, A. “Numerical Analysis for Mechanisms of a Geocell-Reinforced Base under a Vertical Load.” Proceedings of the 4th Asian Regional Conference on Geosynthetics, June 17-20, 2008, Shanghai, China, 741-746.






Yuu, J., Han, J., Rosen, Arik R., Parsons, R.L., and Leshchinsky, D. “Technical Review of Geocell-Reinforced Base Courses over Weak Subgrade.” Proceedings of GeoAmericas, Cancun, Mexico, 2008, 1022-1030.






Han, J. and Leshchinsky, D., “Stability Analysis of Back–to–Back MSE Walls,” Proceedings of the 5th International Symposium on Earth Reinforcement (IS Kyushu 2007), November 14-16, Fukuoka, Japan, 487-490.






Leshchinsky, D., “Designing geosynthetic reinforced slopes with safety maps,“ Proceedings of the 55th Annual Geotechnical Engineering Conference, University of Minnesota, March 2007, pp. 39-51.






Leshchinsky, D., and Han, Jie., “Analytical Framework for Geosynthetic Reinforced Earth Structures – Part I: Ideal Approach,” ASCE, GeoDenver 2007, GSP 165 Geosynthetic in Reinforcement and Hydraulic App., 9 p.






Leshchinsky, D., and Han, Jie., “Analytical Framework for Geosynthetic Reinforced Earth Structures – Part II: Practical Approach,” ASCE, GeoDenver 2007, GSP 165 Geosynthetic in Reinforcement and Hydraulic App., 14 p.






Han, J., and Leshchinsky, D., “Stability Analyses of Geosynthetic-Reinforced Earth Structures using Limit Equilibrium and Numerical Methods,” International Conference on Geosynthetics, eds. Kuwano and Koseki, Mill Press, Rotterdam (ISBN 90 5966 044 7), 2006, pp. 1347-1350.






Leshchinsky, D., “Geosynthetic Reinforced Earth Structures,” Keynote paper in GeoShanghai Conference, Geotechnical Special Publication No. 151, Advances in Earth Structures, ASCE, 2006, pp. 43-66.






Christopher, Leshchinsky and Stulgis, “Geosynthetic-Reinforced Soil Walls and Slopes: US Perspective,” GeoFrontier ASCE Conf., Jan. 2005, Austin, Texas.






Han, J. and Leshchinsky, D., “Limit equilibrium and continuum mechanics-based numerical methods for analyzing stability of MSE walls,” 17th ASCE Engineering Mechanics Conference, June 13-16, 2004, Newark, DE.






Han, J., Chai, J-C., Leshchinsky, D., and Shen, S-H., “Evaluation of Deep-Seated Slope Stability of Embankments over Deep Mixed Foundation,” Proceedings of GeoSupport, Geotechnical Special Publication #124, ASCE, Orlando, Florida, January 29-31, 2004, pp. 945-954.






Pamuk, A., Ling, H.I., Leshchinsky, D., Kaliakin, E. and Adalier, K., “Behavior of Reinforced Wall System During the 1999 Kocaeli (Izmit), Turkey Earthquake,” Proceedings of the 5th International Conference on Case Histories in Geotechnical Engineering, New York, NY, April 13-17, 2004.






Leshchinsky, D., Hu, Y., and Han, J., Design Implications of Limited Reinforced Zone Space in SRW’s,” Proceedings of the 17th GRI Conference, Geosynthetic Institute, Las Vegas, Nevada, December 2003, pp. 292-303.






Leshchinsky, “LRFD in MSE Walls: Adopt or Ignore?,” Proceedings of the 16th GRI Conference, Geosynthetic Institute, Philadelphia, PA, Dec.’ 02, pp. 81-87.






Vulova, C. and., Leshchinsky, D., “Effects of Secondary Reinforcement Layers on the Behavior of Block Walls,” Proceedings of the 7th International Conference on Geosynthetics, Nice, France, 2002, Vol. 1, pp. 321-324, eds: Delmas, Gourc and Girard. Balkema.






Han, J., Leshchinsky, D. and Shao, Y., “Influence of Tensile Stiffness of Geosynthetic Reinforcements on Performance of Reinforced Slopes,” Proceedings of the 7th International Conference on Geosynthetics, Nice, France, 2002, Vol. 1, pp. 197-200, eds: Delmas, Gourc and Girard. Balkema.






Pamuk, A., Leshchinsky, D., Kaliakin, V.K., Ling, H.I., “Laboratory Testing of Long-term Performance of Clay-Geogrid Interaction,” International Symposium on Earth Reinforcement, Kyushu, Japan, 2001, pp. 121-126, eds.: Ochiai, Otani, Ysufuku, Omine. Balkema.






Pamuk, A., Leshchinsky, D., Kaliakin, V.K., Ling, H.I., “Pullout Resistance of Geogrid Embedded in Cohesive Soil Subjected to Sustained and Repeated Tensile Loads,” Congress of the International Society of Soil Mechanics and Geotechnical Engineering, Istanbul, 2001. Balkema.






Leshchinsky, D., “The Design Engineer and Quality Assurance,” Proceedings of the Symposium on Technology – Driving the Future, sponsored by Techtextil, March 24, 2000, Atlanta.






Leshchinsky, D., “The Future of Geosynthetic: Computer Aided Design and…Computer Monitored and Controlled Structures,” Proceeding of the GRI-13 Conference, “The Future of Geosynthetic,” Philadelphia, December 1999, eds. Koerner, Koerner, and Hsuan.






Leshchinsky, D., “Stability of Geosynthetic Reinforced Steep Slopes,” keynote paper, International Conference on Slope Stability Engineering, IS-Shikoku, Japan, Nov. 1999, pp. 49-66, Balkema, eds. Yagi, Yamagami, Jiang.






Leshchinsky, D., “Issue and Nonissue in Block Walls as Implied Through Computer Aided Design,” Proceeding of the GRI-12 Conference, “Lessons Learned from Geosynthetic Case Histories,” Philadelphia, December 1998, pp. 66-74, eds. Koerner, Koerner, Hsuan and Soong.






Leshchinsky, D.,” Geosynthetic Reinforced Soil: Evolution of Design Methods in the USA” Proceedings of the International Symposium on Earth Reinforcement, Kyushu, Japan, Vol. 2, ‘97, pp. 1093-1098, Balkema, Ochiai, Yasufuku, Omine.






Leshchinsky, D., “Connection Strength: Is it Really Needed in Segmental Walls?” Proceedings of the International Symposium on Mechanically Stabilized Backfill, Denver, Colorado, Feb. 1997, pp. 373-374, Balkema, ed. J.T.H.Wu.






Leshchinsky, D., “Current State of Design of Geosynthetic Reinforced Walls,” Proceedings of the International Symposium on Mechanically Stabilized Backfill, Denver, Colorado, Feb. 1997, pp. 411-412, Balkema, ed. J.T.H.Wu.






Ling, H.I., Leshchinsky, D., and Perry, E.B., "A New Concept of Seismic Design of Geosynthetic-Reinforced Soil Structures: Permanent Displacement Limit," Proceedings of the International Symposium on Earth Reinforcement, Kyushu, Japan, Vol. 1, 1996, Balkema, eds. Ochiai, Yasufuku, Omine.






Ling, H.I. and Leshchinsky, D., "Seismic Stability of Landfill Cover System," Proceeding of the 3rd International Symposium on Environmental Geotechnology, June 10-12, 1996, Vol. I, pp. 569-578.






Ling, H.I., Leshchinsky, D., Gilbert, P.A. and Palermo, M., "Geotechnical Considerations Related to In-Situ Capping of Contaminated Submarine Sediments," Proceedings of Western Dredging Association (WEDA) Conference, 1995, pp. 187-199.






Cui, L., Cheng, A.H.-D., Leshchinsky, D., Abousleiman, Y. and Roegiers, J.-C., "Stability Analysis of an Inclined Borehole in an Isotropic Poroelastic Medium," Proceedings of Conference on Rock Mechanics, 1995, pp. 307-312, eds.: Daemen & Schultz, Balkema.






San, K.C. and Leshchinsky, D., "Seismic Slope Stability Design by Pseudo-Static Variational Method," Proceeding of the 1st International Conference on Earthquake Geotechnical Engineering, 14-16 November, 1995, Tokyo, Japan. Balkema (ed.: Ishihara), pp. 1123-1128.






Volk, J. C., Hunt, R. E., Leshchinsky, D., DiLoreto, R. and Collins, T.G., "Reinforced Embankment Over Soft Soil: Grassy Sound Highway Embankment," Proceeding of 5th International Conference on Geotextiles, Geomembranes, and Related Products, Singapore, 5-9 Sept. ‘94, ISBN 981-00-5821-7, Vol. I, 41-48.






Leshchinsky, D. and Fowler, J., "Crust Compaction: Dredged Material Containment Site, South Blakeley, Mobile, Alabama" Proceeding of the 26th Annual Dredging Seminar and WEDA XIV Annual Meeting, May 25-28, 1993, Atlantic City, New Jersey, pp 118-138.






Leshchinsky, D., "Active versus Reactive Reinforcement Force: Design Implications," Proceedings of Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls, Tokyo, Japan, 1994, Balkema (Eds. Tatsuoka and Leshchinsky), pp. 247-252.






Jewell, R.A. and Leshchinsky, D., "Summary of Discussion," Proceedings of Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls, Tokyo, Japan, 1994, Balkema (Eds. Tatsuoka and Leshchinsky), 303-314.






Budiman, J. S. and Leshchinsky, D., “Direct Shear and Transmissivity Testing on Geosynthetics," Applications of Geosynthetic Technology, Proceeding of an International Symp.held in Jakarta, Indonesia, November 1992, pp. S.I/01-06.






Leshchinsky, D., Richter, S.D. and Fowler, J., "Behavior of Clay Balls in a Dredge Pipeline," Proceedings of the 13th Technical Conference of the Western Dredging Association and the 25th Texas A&M University Annual Dredging Seminar, Mobile, Alabama, May, 1992, 1-11. (Judged as the "BEST" paper by the conference technical committee).






Leshchinsky, D., "Geosynthetic Reinforced Wall: Failure Predictions," and "Geosynthetic Reinforced Wall: Post Failure Analysis," Proceedings of the International Symposium on Geosynthetic‑Reinforced Soil Retaining Walls, Denver, Colorado, August 8‑9, 1991, A.A. Balkema (ed.: Wu), pp. 169-178.






Fowler, J. and Leshchinsky, D., "Field Installation of Strain Gaged Geotextiles," Proceedings of the First Materials Engineering Congress, Vol. 1, ASCE, Denver, Colorado, August 13‑15, 1990, pp. 360‑369.






Schimelfenyg, P., Fowler, J. and Leshchinsky, D., "Fabric Reinforced Containment Dike, New Bedford Superfund Site," Proceedings of the 4th International Conference on Geotextiles, Geomembranes and Related Products, Vol. 1, The Hague, The Netherlands, May 28 ‑ June 1, 1990, pp. 149‑154, Published by A.A. Balkema.






Leshchinsky, D. and Perry, E.B., "Geotextile ‑ Reinforced Walls Subjected to Uniform Surcharge Loads," Proceedings of the First Indian Geotextiles Conference, Bombay, December 8‑9, 1988, pp. B.23‑B.30.






Leshchinsky, D. and Smith, D.S., "Reinforcement Against Deep ‑ Seated Failure: Stability Analysis," Proceedings of the International Symposium on Theory and Practice of Earth Reinforcement, Kyushu, Japan, October 5‑7, 1988, pp. 419‑424, Published by Balkema.






Leshchinsky, D. and Mullett, T., "Stability of Vertical Corner Cuts," Proceedings of the 6th International Conference on Numerical Methods in Geomechanics, Innsbruck, Austria, April 1988, pp. 1249‑1256.






Leshchinsky, D. and Perry, E.B., "A Design Procedure for Geotextile‑Reinforced Walls," Proceedings of Geosynthetics '87, New Orleans, LA, Feb. 1987, pp. 95‑107.






Leshchinsky, D. and Field, D.A., "In‑Soil Load Elongation, Tensile Strength and Interface Friction of Nonwoven Geotextiles," Proceedings of Geosynthetics '87, New Orleans, LA, Feb. 1987, pp. 238‑249.






Leshchinsky, D. and Volk, J.C., "Predictive Equation for the Stability of Geotextile Reinforced Earth Structure," Proceedings of the 3rd International Conference on Geotextiles, Vienna, April 1986, Vol. 2, pp. 383‑388.






Leshchinsky, D., Choros, J. and Reinschmidt, A.J., "A Simplified Methodology to Evaluate the Effect of Heavier Axle Load on Track Substructure Performance," Proceedings of the 2nd International Heavy Haul Railway Conference, Colorado Springs, Colorado, September 1982, pp. 471‑475.




Magazine Articles






Leshchinsky, D. and Tatsuoka, F., “Geosynthetic reinforced walls in the public sector: Performance, design, and redundancy” Geosynthetics Magazine (formerly GFR), 31(3), 2013, 12-21.






Leshchinsky, D., “Geotextile Tube: The Other Soil Reinforcement,” ASCE, Geo-Strata Magazine, 15(6), 2011, 36-40.






Leshchinsky, D., “Geosynthetic reinforced walls and slopes: Is it magic?,” Geosynthetics Magazine (formerly GFR), 28(3), 2010, 17-24.






Leshchinsky, D., and Ling, H.I., “Lessons learned from two failure cases of MSE Walls in USA and Australia,” Foundation Engineering & Equipment, 38(2), 2010, 25-28 (in Japanese).






Leshchinsky, D., “Seismic Performance of Various Geocell Earth Retention Systems,” Geosynthetics Magazine (formerly GFR), 27(4), 2009, 46-54.






Leshchinsky, D., “A Forensic Hypothetical: The case of the percolating water,” Geosynthetics (formerly GFR), 26(2), April-May, 2008, 6-10.






Leshchinsky, D., “ASD and LRFD of reinforced SRW using Program MSEW(3.0),” Geosynthetics Magazine (formerly GFR), 24(4), 2006, 14-20.






Leshchinsky, D., “The Power of Software in Reinforcement Applications: Part I, Part II, Part III, Part IV,” Geotechnical Fabrics Report, 2005, Vol. 23, Numbers 5, 6, 7, 8.






Leshchinsky, D., “Design software for soft soils,” Geotechnical Fabrics Report, March, 2004, 22(2),18-23.






Leshchinsky, D., “Complex geosynthetic reinforced earth structures,” Designer’s Forum, Geotechnical Fabrics Report, 21(5), 2003, 16-19.






Leshchinsky, D. “Design Software for Geosynthetic-Reinforced Soil Structures,” Geotechnical Fabrics Report, 20(8), 2002, 44-49.






Leshchinsky, D. “Alleviating Connection Load,” Geotechnical Fabrics Report, October/November, 18(8), 2000, 34-39.






Leshchinsky, D. “EnkaSlope - A Robust Design Tool for Enkagrids,” Cover story in Geosynthetics News, published by Colbond Geosynthetics, The Netherlands, 2000, Vol. 5, No. 9, pp. 4-10.






Leshchinsky, D., “Putting Technology to Work: MSEW and ReSlope for Reinforced Soil-Structure Design,” Geotechnical Fabrics Report, 17(3),1999, pp. 34-38.






Leshchinsky, D., “Software to Facilitate Design of Geosynthetic-Reinforced Steep Slopes,” Geotechnical Fabrics Report, 15(1), 1997, pp. 40-46.






Leshchinsky, D. and Perry, E.B., "A Design Procedure for Geotextile‑Reinforced Walls," Geotechnical Fabrics Report, 5(4), 1987, pp. 21‑27.






Leshchinsky, D., "AAR Geotextile Testing to Date," Railway Track & Structures, 78(6), 1982, pp. 18‑23.




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