CIVIL & ENVIRONMENTAL ENGINEERING

Dov Leshchinsky

Professor Emeritus


Office:
Phone:
Email: dov@udel.edu
adama@GeoPrograms.com
Curriculum Vitae:  view

[ Short Bio | Education | Awards | Select Publications ]

Short Bio

Conducting research on various geotechnical topics. Research includes analytical and experimental (laboratory and field) studies. Research sponsors were governmental (e.g., NSF, USACOE, FHWA, DelDOT) and industrial (e.g., Tensar, AAR).




Education

July 1968: Electronics Technician ORT, Trade School
July 1976: B.Sc., (Cum Laude)Technion Israel Institute of Technology
March 1979: M.Sc., Israel Institute of Technology
Dec. 1982: Ph.D, University of Illinois at Chicago Circle

Honors and Awards

Soil Mechanics : 2015 Best Paper by the Soil Mechancis Section, Transportation Research Board
2014 Fumio Tatsuoka Best Paper Award: Winner of the 2014 Fumio Tatsuoka Best Paper Award, Transportation Infrastructure Geotechnology Journal. See details at: http://link.springer.com/article/10.1007/s40515-015-0019-6/fulltext.html
ASCE: The 4th Wissa Lecture, Geo - Institute, Tampa, FL, November 2014
Awards/Honors: • The conference “Design and Practice of Geosynthetic-Reinforced Soil Structures,” October, 2013, Bologna, Italy, was formally labeled “Honoring Research Achievement of Professor Dov Leshchinsky.” • Sun Jun Distinguished Lecture, 2012, Tongji University, Shanghai, China • Martin S. Kapp Foundation Engineering Award, 2010, ASCE. • The 33rd Martin S. Kapp Lecture, January 2008, “Lessons Learned from Failed MSE Walls,” New York City Metro Section of Geotechnical Engineering, ASCE • The Dongju Lee Memorial Lecture, February 2004, “Case Histories of Failed MSE Structures,” Columbia University, Department of Civil Engineering and Engineering Mechanics, New York City • Visiting Professor Fellowship – The Milton Petrie Lectureship Fund, Technion – Israel Institute of Technology, Faculty of Civil Engineering, 1996-7 • Visiting Professor Fellowship, Gunma University, Japan, 1993

Select Publication

Refereed Publications
Vahedifard, F., Leshchinsky, D., Mortezaei, K., Lu, N., “Effective Stress-based Limit Equilibrium Analysis for Unsaturated Slopes,” 2015, International Journal of Geomechanics, ASCE, accepted.

•    Leshchinsky, D., Kang, B.J., Han, J., Ling, H.I., “Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes,” Transportation Infrastructure Geotechnology, Springer, 1(2), May 2014, 129-164, (DOI: 10.1007/s40515-014-0006-3).

•    Vahedifard, F., Leshchinsky, B.A., Sehat, S., Leshchinsky, D., “Impact of Cohesion on Seismic Design of Geosynthetic-Reinforced Earth Structures,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, February 2014, (DOI: 10.1061/(ASCE)GT.1943-5606.0001099), June 2014, 140(6), 1-12

•    Vahedifard, F., Leshchinsky, D., and Meehan, C.L., “Displacement-based internal design of geosynthetic-reinforced earth structures subjected to seismic loading conditions,” Géotechnique, May 2013, 63(6), 451–462.

•    Yang, X.M., Han, J., Leshchinsky, D., and Parson, R.L., “A Three-Dimensional Mechanistic-Empirical Model for Geocell-Reinforced Unpaved Roads,” Acta Geotechnica, 2013, 8(2), 201-213.
 
•    Leshchinsky, D., Vahedifard, F, and Leshchinsky, B.A., “Revisiting Bearing Capacity Analysis of MSE Walls,” Geotextiles and Geomembranes, 34, October 2012, 100-107.

•    Vahedifard, F., Leshchinsky, D., and Meehan, C.L., “Relationship between the seismic coefficient and the unfactored geosynthetic force in reinforced earth structures,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, October 2012, 138(10), 1209-1221.

•    Ling, H. I., Leshchinsky, D., Mohri, Y., and Wang, J.-P., “Earthquake Response of Reinforced Segmental Retaining Walls Backfilled with Substantial Percentage of Fines,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(8), August 2012, 934-944.

•    Leshchinsky, D., Vahedifard, F, and Meehan, C.L., “Application of a Hydraulic Gradient Technique for Modeling the Uplift Behavior of Piles in Sand,” Journal of Geotechnical Testing, ASTM, 35(3), May 2012, 400-408.

•    Yang X. M., Han J., Pokharel S.K., Manandhar C., Parsons, R.L., Leshchinsky  D.,  Halahmi I., “Accelerated Pavement Testing of Unpaved Roads with Geocell-Reinforced Sand Bases,” Geotextiles and Geomembranes, 32, June, 2012, 95-103.

•    Leshchinsky, D., Ebrahimi, S.,Vahedifard, F., and Zhu, F., “Extension of Mononobe-Okabe Approach to Unstable Slopes,” Soils and Foundations, Journal of the Japanese Geotechnical Society, Elsevier, 52(2), 2012, 239-256.

•    Leshchinsky, D. and Vahedifard, F., "Impact of Toe Resistance in Reinforced Masonry Block Walls: Design Dilemma," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(2), 2012, 236-240.

•    Han J., Pokharel S., Yang X. M., Manandhar C., Leshchinsky  D.,  Halahmi I., Parsons, R., “Performance of Geocell-reinforced RAP Bases over Weak Subgrade under Full-Scale Moving Wheel Loads,” Journal of Materials in Civil Engineering, ASCE,  23(11), 2011, 1525-1534.  

•    Pokharel, S.K., Han, J., Manandhar, C., Yang, X.M., Leshchinsky,  D., Halahmi, I., and Parsons, R.L., "Accelerated Pavement Testing of Geocell-reinforced Unpaved Roads over Weak Subgrade", Transportation Research, Record, J. of the Transportation Research Board, 2204(2), 2011, 67-75.

•    Leshchinsky, D., “Some Issues in Geosynthetic Reinforced Walls and Slopes,” Geotechnical Engineering Journal of the Southeast Asia Geotechnical Society (SEAGS)&Association of Geotechnical Societies in Southeast Asia (AGSSEA), 2011, 42(1), 1-8.

    Arellano, D., Tatum, J.B., Stark, T.D., Horvath, J.S., and Leshchinsky, D., “Framework for Design Guideline for Expanded Polystyrene Block Geofoam in Slope Stabilization and Repair”, Transportation Research Record (TRR), Journal of the Transportation Research Board, 2010, No. 2170, 100-108

    Pokharel, P.K., Han, J., Leshchinsky, D., Parsons, R.L., and Halahmi, I., “Investigation of factors influencing behavior of single geocell-reinforced base under static loading,” Geotextiles and Geomembranes, 2010, 28(6), 570-578

    Leshchinsky, D., and Zhu, F., “Resultant Force of Lateral Earth Pressure in Unstable Slopes,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136(12), 1655-1663

    Leshchinsky, D., Imamoglu, B. and Meehan, C.L., “Exhumed Geogrid-Reinforced Retaining Wall,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136(10), 1311-1323

    Yang, X.M., Han, J., Parsons, R.L., and Leshchinsky, D. “Three-dimensional numerical modeling of single geocell-reinforced sand.” Frontiers of Architecture and Civil Engineering in China, Springer-Verlag Berlin Heidelberg, 4(2), 2010, 233-240

    Han, J., and Leshchinsky, D., “Stability Analysis of Back–to–Back MSE Walls,” Geotextiles and Geomembranes, 2010, 28(3), 262-267

    Leshchinsky, D., Zhu F., and Meehan, C.L., “Required Unfactored Strength of Geosynthetic in Reinforced Earth Structures,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136(2), 281-289

    Ling, H.I., Yang, S., Leshchinsky, D., Liu, H., Burke, C., “Finite Element Simulation of Full-Scale Modular-Block Reinforced Soil Retaining Walls under Earthquake Loading,” J.  of Eng. Mechanics, ASCE, 2010, 136(5), 653-661

    Pokharel, S.K., Han, J., Leshchinsky, D., Parsons, R.L. Halahmi, I., “Experimental Evaluation of Influence Factors for Single Geocell-Reinforced Sand,” CD Publication in 2009, TRB 88th Annual Meeting, Washington, DC.

    Ling, H.I., Wu, M.-H., Leshchinsky, D., Leshchinsky, B. A., “Centrifuge Modeling of Slope Instability,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2009, 135(6), pp.  758-767
•    Ling, H. I., Leshchinsky, D., Wang, J-P, Mohri, Y., Rosen, A. “Seismic
Response of Geocell Retaining Walls: Experimental Studies”,  Journal of
 Geotechnical and Geoenvironmental Eng., ASCE, 2009, 135(4), 515-524.

    Leshchinsky, D., “On Global Equilibrium in Design of Geosynthetic Reinforced
Walls,” ASCE, Journal of Geotechnical and Geoenvironmental Engineering,
2009, 135(3), pp. 309-315.

    Leshchinsky, D., Ling, H.I., Wang, J-P, Rosen, A., Mohri, Y., “Equivalent Seismic Coefficient in Geocell Retention Systems,” Geotextiles and Geomembranes, 27(1) 2009, pp. 9-18. Note: One of two papers receiving honorable mention as runner-up for G&G Best Paper 2009.
•    Ling, H.I., Wang, J.P., and Leshchinsky, D., “Cyclic Behaviour of Soil-Structure Interfaces Associated with Modular-Block Reinforced Soil Retaining Walls,” Geosynthetic International, 15(1) 2008, pp. 14-21.
•    Han, J., Yang, X.M., Leshchinsky, D., and Parsons, R.L., “Behavior of Geocell-Reinforced Sand under a Vertical Load.” Transportation Research Record, Journal of the Transportation Research Board, No. 2045, 2008, pp. 95-101.  
•    Leshchinsky, D., “The influence of facing stiffness on the performance of two geosynthetic reinforced retaining walls,” Canadian Geotechnical Journal, 2007, 44(12), 1479-1482.  
•    Han, J., and Leshchinsky, D., “General Analytical Framework for Design of
Flexible Reinforced Earth Structures,” ASCE, Journal of Geoenvironmental and
Geotechnical Engineering, 132(11), 2006, pp. 1427-1435.

    Shukha, R., Baker, R., and Leshchinsky, D., “Engineering Implications of the
Relation between Static and Pseudo-Static Slope Stability Analysis,” The
Electronic Journal of Geotechnical Engineering (EJGE), Vol. 10(G), 2005.

    Baker, R., Shukha, R., and Leshchinsky, D., “Stability of Cohesionless
Submerged Slopes,” International Journal for Numerical and Analytical Methods
in Geomechanics, Vol. 29, No. 12, 2005, pp. 1157-1170.  

    Ling, H.I. and Leshchinsky, D. “Failure Analysis of Modular-Block Reinforced-
Soil Walls during Earthquakes.” ASCE, Journal of Performance of Constructed
Facilities, 19(2), 2005, pp. 117-123.
•    Ling, H.I., Mohri, Y., Leshchinsky, D., Burke, C., Matsushima, K. and Liu, H.,
“Large-Scale Shaking Table Tests on Modular-Block Reinforced Soil Retaining
Wall,” ASCE, Journal of Geotechnical and Geoenvironmental Engineering,
131(4), 2005, pp. 465-476.
•    Leshchinsky, D., Hu, Y, and Han, J., “Limited Reinforced Space in Segmental
Retaining Walls,” Geotextiles and Geomembranes, 22(6), 2004, pp. 543-553.
•    Leshchinsky, D. and Han, J., “Geosynthetic Reinforced Multitiered Walls,”
ASCE, Journal of Geotechnical and Geoenvironmental Engineering, 130(12),
2004, pp. 1225-1235.
•    Ling, H.I., Liu, H., Kaliakin, V., and Leshchinsky, D. “Analyzing Dynamic
Behavior of Geosynthetic-Reinforced Soil Retaining Walls.” ASCE, Journal of
Engineering Mechanics, 130(8), August, 2004, pp. 911-920.
•    Leshchinsky, D., discussion on “Peak versus Residual Shear Strength in
Geosynthetic-Reinforced Soil Design,” Geosynthetic International, 6(10),
2003, pp. 234-237.
•    Ling, H.I. and Leshchinsky, D., “Parametric Studies of the Behavior of Segmental
Block Reinforced Soil Retaining Walls,” Geosynthetic International, 3(10), 2003,
pp. 77-94.
•    Baker, R. and Leshchinsky, D., “Spatial Distribution of Safety Factors: Cohesive
Vertical Cut,” International Journal for Numerical and Analytical Methods in
Geomechanics, Vol. 27, No. 12, 2003, pp. 1057-1078.
•    Leshchinsky, D., “Coulomb Wedge Analysis of Cuts in Steep Slopes:
Discussion,” Canadian Geotechnical Journal, Vol. 39, No. 5, 2002, p. 1218.
•    Leshchinsky, D. and Vulova, C., “Numerical Investigation of the Effects of
Geosynthetic Spacing on Failure Mechanisms of MSE Block Walls,”
Geosynthetic International, Vol. 8, No. 4, 2001, pp. 343-365.
•    Leshchinsky, D., “Design Dilemma: Use Peak or Residual Strength of Soil,”
Geotextiles and Geomembranes, Vol. 19, No. 2, 2001, pp. 111-125.
•    Ling, H.I., Leshchinsky, D., and Chou, N.N.S., “Post-Earthquake Investigation
on Several Geosynthetic-Reinforced Soil Retaining Walls and Slopes During
1999 Ji-Ji Earthquake of Taiwan,” Soil Dynamics and Earthquake Engineering,
Vol. 21, No. 4, 2001, pp. 297-313.
•     Baker, R. and Leshchinsky, D. “Spatial Distributions of Safety Factors,” Journal
 of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 2,
 2001, pp.135-145.
•    Kaliakin, V.N., Dechasakulsom, M., Leshchinsky, D., "Investigation of the
Isochrones Concept for Predicting Relaxation of Geogrids," Geosynthetic
International, Vol. 7, No. 2, 2000, pp. 79-99.
•    Leshchinsky, D., “On the Factor of Safety in Reinforced Steep Slopes,” ASCE,
Geotechnical Special Publication, Editors: Zornberg and Christopher, No. 103,
2000, pp. 337-345.
•    Leshchinsky, D., “Performance of Geosynthetic Reinforced Slopes at Failure,”
Discussion, Journal of Geotechnical and Geoenvironmental Engineering, Vol.
126, No. 3, 2000, pp 281-283.
•    Leshchinsky, D., “Limit Analysis versus Limit Equilibrium for Slope Stability,”
Discussion, Journal of Geotechnical and Geoenvironmental Engineering, Vol.
125, No. 10, 1999, pp. 914-915.
•    Shiwakoti, D.R., Pradhan, T.B.S., and Leshchinsky, D., “Performance of
Geosynthetic-Reinforced Soil Structures at Limit Equilibrium State,”
Geosynthetic International, Vol. 5, No. 6, 1998, pp. 555-587.
•    Ziegler, S., Leshchinsky, D., Ling, H.I., and Perry, E.B., "Effect of Short
Polymeric Fibers on Crack Development in Clays," Soils and Foundations, Vol.
38, No. 1, 1998, pp. 247-253.
•    Ling, H.I. and Leshchinsky, D., "Effects of Vertical Acceleration on Seismic
Design of Geosynthetic-Reinforced Soil Structures," Geotechnique, Vol. 48, No.
3, 1998, pp. 347-373.
•    Ling, H.I., Leshchinsky, D., Mohri, Y., and Kawabata, T., “Estimation of Municipal
Solid Waste Landfill Settlement,” Journal of Geotechnical and
Geoenvironmental Engineering, ASCE, Vol. 124, No. 1, 1998, pp. 21-28.
•    Ling, H.I., Leshchinsky, D., and Tatsuoka, F., "Stress-Confinement Effect of
Nonwoven Geotextile on Design of Reinforced Soil Retaining Wall," Soils and
Foundations, Vol. 37, No. 4, 1997, pp. 121-126.
•    Leshchinsky, D., Dechasakulsom, M., Kaliakin, V.N., Ling, H.I., "Creep and
Stress Relaxation of Geogrids," Geosynthetics International, Vol. 4, No. 5, 1997,
pp. 463-479.
•    Ling, H.I., Leshchinsky, D. and Mohri, Y., "Soil Slopes under Combined
Horizontal and Vertical Seismic Accelerations," Earthquake Engineering and
Structural Dynamics, Vol. 26, 1997, pp. 1231-1241.
•    Ling, H.I., Leshchinsky, D. and Perry, E.B., "Seismic Design and Performance of
Geosynthetic-Reinforced Soil Structures," Geotechnique, 47(5),1997, 933-952.
•    Ling, H.I. and Leshchinsky, D., "Seismic Performance of Landfill Cover
Systems," Journal of Geotechnical and Geoenvironmental Engineering, ASCE,
Vol. 123, No. 2, 1997, pp. 113-122.
•    Leshchinsky, D., Leshchinsky, O., Ling, H.I. and Gilbert, P.A., "Geosynthetic
Tubes for Confining Pressurized Slurry: Some Design Aspects," Journal of
Geotechnical Engineering, ASCE, Vol. 122, No. 8, 1996, pp. 682-690.
•    Ugai, K. and Leshchinsky, D., "Three - Dimensional Limit Equilibrium and Finite
Element Analyses: A Comparison of Results," Soils and Foundations, Vol. 35,
No. 4, December 1995, pp. 1-7.
•    Leshchinsky, D., Ling, H.I. and Hanks, G., "Unified Design Approach to
Geosynthetic Reinforced Slopes and Segmental Walls," Geosynthetics
International, Vol. 2, No. 4, October 1995, pp. 845-881.
•    Ling, H.I. and Leshchinsky, D., "Seismic Performance of Simple Slopes," Soils
and Foundations, Vol. 35, No. 2, June 1995, pp. 85-94.
•    Min, Y., Leshchinsky, D., Ling, H.I., and Kaliakin, V.N., "Effects of Sustained and
Repeated Loads on Geogrid Embedded in Sand," Geotechnical Testing
Journal, ASTM, Vol. 18, No. 2, June 1995, pp. 204-225.
•    Leshchinsky, D., Kaliakin, V., Bose, P. and Collin, J., "Failure Mechanism in
Geogrid-Reinforced Segmental Walls: Experimental Implications," Soils and
Foundations, Vol. 34, No. 4, December 1994, pp. 33-41.
•    San, K.-C., Leshchinsky, D. and Matsui, T., "Geosynthetic Reinforced Slopes:
Limit Equilibrium and Finite Element Analyses," Soils and Foundations, Vol. 34,
No. 2, June 1994, pp. 79-85.
•    San, K.-C. and Leshchinsky, D., "Seismic Slope Stability Analysis: Pseudo-Static
Generalized Method," Soils and Foundations, Vol. 34, No.2, June 94, pp. 73-77.
•    Leshchinsky, D., and San, K.-C., "Pseudostatic Seismic Stability of Slopes:
Design Charts," Journal of Geotechnical Engineering, ASCE, Vol. 120, No.9,
Sept. 1994, pp. 1514-1532.
•    Leshchinsky, D. and Chowdhury, S., "Variational and Traditional Rigorous Slope
Stability Analyses: Comparison of Safety Factors," Soils and Foundations, Vol.
33, No. 3, Sept. 1993, pp. 139-145.
•    Leshchinsky, D., Richter, S.D. and Fowler, J., "Clay Lumps Under Simulated
Hydraulic Transport Conditions," Geotechnical Testing Journal, ASTM, Vol. 15,
No. 4, Dec. 1992, pp. 393-398.
•    Leshchinsky, D. and Huang, C. C., "Generalized Three   Dimensional Slope
Stability Analysis," Journal of Geotechnical Engineering, ASCE, Vol. 118, No.
11, November 1992, pp. 1748-1764.
•    Leshchinsky, D. and Huang, C. C., "Generalized Slope Stability Analysis:
Interpretation, Modification, and Comparison," Journal of Geotechnical
Engineering, ASCE, Vol. 118, No. 10, October 1992, pp. 1559-1576.
•    Leshchinsky, D., "Slope Stability Analysis: Generalized Approach," Closure,
Journal of Geotechnical Engineering, ASCE, Vol. 118, No. 2, Feb. 1992, pp.
358 359.
•    Leshchinsky, D. and Smith, D.S., "Deep   Seated Failure of a Granular
Embankment Over Clay: Stability Analysis," Closure, Soils and Foundations, Vol.
31, No. 1, March 1991, pp. 191 193.
•    Leshchinsky, D. and Boedeker, R.H., "Geosynthetic Reinforced Soil Structures,"
Closure, Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 10, Oct.
1991, pp. 1644 1652.
•    Christopher, B. R. and Leshchinsky, D., "Design of Geosynthetically Reinforced
Slopes," a state of the art report, Geotechnical Engineering Congress,
Geotechnical Special Publication No. 27, ASCE, pp. 988 1005, 1991.
•    Leshchinsky, D. and Lambert, G., "Failure of Cohesionless Model Slopes
Reinforced with Flexible and Extensible Inclusions," Transportation Research
Record, 1330, 1991, pp. 54-63.
•    Leshchinsky, D. Discussion: "Strain Compatibility Analysis for Geosynthetics
Reinforced Soil Walls," Journal of Geotechnical Engineering, ASCE, Vol.118,
No. 5, May 1992, pp. 816-819.
•    Leshchinsky, D. Discussion: "Kinematical Limit Analysis for Design of Soil Nailed
Structures," Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 11, Nov.
1991, pp. 1821 1824.
•    Leshchinsky, D. and Marcozzi, G. F., "Bearing Capacity of Shallow Foundations:
Rigid vs. Flexible Models," Journal of Geotechnical Engineering, ASCE, Vol.
116, No. 11, Nov. 1990, pp. 1750 1756.
•    Leshchinsky, D., "Slope Stability Analysis: Generalized Approach," Journal of
Geotechnical Engineering, ASCE, Vol. 116, No. 5, May 1990, pp. 851 867.
•    Leshchinsky, D. and Fowler, J., "Laboratory Measurement of Load   Elongation
Relationship of High   Strength Geotextiles," Geotextiles and Geomembranes,
Vol. 9, No. 2, 1990, pp. 145 164.
•    Leshchinsky, D. Discussion: "Three   Dimensional Stability Analysis of Concave
Slopes in Plan View," Journal of Geotechnical Engineering, ASCE, Vol. 116, No.
2, Feb. 1990, pp. 342 345.
•    Leshchinsky, D. and Smith, D. S., "Deep   Seated Failure of Granular
Embankment Over Clay: Stability Analysis," Soils and Foundations, JSSMFE,
Vol. 29, No. 3, Sept. 1989, pp. 105 114.
•    Leshchinsky, D. and Perry, E. B., "On the Design of Geosynthetic Reinforced
Walls," Geotextiles and Geomembranes, Vol. 8, No. 4, 1989, pp. 311 323.
•    Leshchinsky, D. and Boedeker, R. H., "Geosynthetic Reinforced Soil Structures,"
Journal of Geotechnical Engineering, ASCE, Vol. 115, No. 10, October 1989, pp.
1459 1478.
•    Leshchinsky, D. and Smith, D. S., "Mechanically Stabilized Walls Over Soft Clay:
Geosynthetic to Prevent Deep   Seated Failures," Geotextiles and
Geomembranes, Vol. 7, No. 4, 1988, pp. 309 323.
•    Leshchinsky, D. and Rawlings, D.L., "Stress Path and Permanent Deformations
in Sand Subjected to Repeated Load," Geotechnical Testing Journal, ASTM,
Vol. 11, No. 1, March 1988, pp. 36 43.
•    Leshchinsky, D. and Mullett, T.L., "Design Charts for Vertical Cuts," Journal of
Geotechnical Engineering, ASCE, Vol. 114, No. 3, March 1988, pp. 337 344.
•    Leshchinsky, D. and Mullett, T.L., "Stability Charts for Wet Conical Deposits,"
International Journal of Mining and Geological Engineering, Vol. 5, No. 4,
December 1987, pp. 343 351.
•    Baker, R., and Leshchinsky, D., "Stability Analysis of Conical Heaps," Soils and
Foundations, JSSMFE, Vol. 27, No. 4, Dec. 1987, pp. 99 110.
•    Leshchinsky, D., "Short  Term Stability of Reinforced Embankment Over Clayey
Foundation," Soils and Foundations, JSSMFE, Vol. 27, No. 3, Sept. 1987, pp.
43 57.
•    Leshchinsky, D. and Baker, R., "Three   Dimensional Slope Stability: End
Effects," Soils and Foundations, JSSMFE, Vol. 26, No. 4, Dec. 1986, pp. 98 110.
•    Leshchinsky, D., Volk, J.C. and Reinschmidt, A.J., "Stability of
Geotextile Retained Earth Railroad Embankment," Geotextiles and
Geomembranes, Vol. 3, 2/3, 1986, pp. 105 128.
•    Leshchinsky, D. and Volk, J.C., "Stability Charts for Geotextile Reinforced
Walls," Transportation Research Record, 1031, 1985, pp. 5 16.
•    Leshchinsky, D. and Reinschmidt, A.J., "Stability of Membrane Reinforced
Slopes," Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 11,
November 1985, pp. 1285 1300.
•    Leshchinsky, D., Baker, R. and Silver, M.L., "Three Dimensional Analysis of
Slope Stability," International Journal for Numerical and Analytical Methods in
Geomechanics, Vol. 9, 1985, No. 2, pp. 199 223.
•    Leshchinsky, D., Frydman, S. and Baker R., "Study of Beam Soil Interaction Using Finite Element and Centrifugal Models," Canadian Geotechnical Journal, Vol. 19, No. 3, August 1982, pp. 345 359.
•    Alpan, I. and Leshchinsky, D., "Vibrating Machines on Large, Flexible, Elastically Supported Slabs," The Structural Engineer, Journal of the Institution of the Structural Engineer, R&D, Vol. 57B, No. 1, March, 1979, pp. 1 6.
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.

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