| Year |
Citation |
Score |
| 2020 |
Gebremariam F, Tanyu BF, Christopher B, Leshchinsky D, Zornberg JG, Han J. Evaluation of Required Connection Load in GRS-IBS Structures under Service Loads Geosynthetics International. 1-46. DOI: 10.1680/Jgein.20.00022 |
0.405 |
|
| 2020 |
Gebremariam F, Tanyu BF, Christopher B, Leshchinsky D, Han J, Zornberg JG. Evaluation of vertical stress distribution in field monitored GRS-IBS structure Geosynthetics International. 27: 414-431. DOI: 10.1680/Jgein.20.00004 |
0.393 |
|
| 2020 |
Morsy AM, Zornberg JG, Leshchinsky D, Christopher BR, Han J, Tanyu BF. Experimental Evaluation of the Interaction among Neighboring Reinforcements in Geosynthetic-Reinforced Soils Journal of Geotechnical and Geoenvironmental Engineering. 146: 4020107. DOI: 10.1061/(Asce)Gt.1943-5606.0002365 |
0.364 |
|
| 2020 |
Shen P, Han J, Zornberg JG, Tanyu BF, Christopher BR, Leshchinsky D. Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation Computers and Geotechnics. 123: 103566. DOI: 10.1016/J.Compgeo.2020.103566 |
0.458 |
|
| 2019 |
Jiang Y, Han J, Zornberg J, Parsons RL, Leshchinsky D, Tanyu B. Numerical analysis of field geosynthetic-reinforced retaining walls with secondary reinforcement Geotechnique. 69: 122-132. DOI: 10.1680/Jgeot.17.P.118 |
0.386 |
|
| 2019 |
Morsy AM, Zornberg JG, Leshchinsky D, Han J. Soil–Reinforcement Interaction: Effect of Reinforcement Spacing and Normal Stress Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019115. DOI: 10.1061/(Asce)Gt.1943-5606.0002180 |
0.308 |
|
| 2019 |
Morsy AM, Zornberg JG, Han J, Leshchinsky D. A new generation of soil-geosynthetic interaction experimentation Geotextiles and Geomembranes. 47: 459-476. DOI: 10.1016/J.Geotexmem.2019.04.001 |
0.463 |
|
| 2019 |
Shen P, Han J, Zornberg JG, Morsy AM, Leshchinsky D, Tanyu BF, Xu C. Two and three-dimensional numerical analyses of geosynthetic-reinforced soil (GRS) piers Geotextiles and Geomembranes. 47: 352-368. DOI: 10.1016/J.Geotexmem.2019.01.010 |
0.449 |
|
| 2019 |
Zhang F, Leshchinsky D, Gao Y, Yang S. Corner reinforced slopes: Required strength and length of reinforcement based on internal stability Geotextiles and Geomembranes. 47: 408-416. DOI: 10.1016/J.Geotexmem.2019.01.004 |
0.495 |
|
| 2018 |
Zhang F, Leshchinsky D, Gao Y, Yang S. Three-Dimensional Slope Stability Analysis of Convex Turning Corners Journal of Geotechnical and Geoenvironmental Engineering. 144: 6018003. DOI: 10.1061/(Asce)Gt.1943-5606.0001896 |
0.368 |
|
| 2018 |
Zhang F, Gao Y, Leshchinsky D, Yang S, Dai G. 3D effects of turning corner on stability of geosynthetic-reinforced soil structures Geotextiles and Geomembranes. 46: 367-376. DOI: 10.1016/J.Geotexmem.2018.03.001 |
0.496 |
|
| 2017 |
Zhang F, Gao Y, Leshchinsky D, Wu Y, Zhang N. Closed-Form Solution for Stability of Slurry Trenches International Journal of Geomechanics. 17: 4016029-4016029. DOI: 10.1061/(Asce)Gm.1943-5622.0000672 |
0.416 |
|
| 2017 |
Pokharel SK, Han J, Leshchinsky D, Parsons RL. Experimental evaluation of geocell-reinforced bases under repeated loading International Journal of Pavement Research and Technology. 11: 114-127. DOI: 10.1016/J.Ijprt.2017.03.007 |
0.421 |
|
| 2017 |
Leshchinsky D, Leshchinsky B, Leshchinsky O. Limit state design framework for geosynthetic-reinforced soil structures Geotextiles and Geomembranes. 45: 642-652. DOI: 10.1016/J.Geotexmem.2017.08.005 |
0.537 |
|
| 2017 |
Talebi M, Meehan CL, Leshchinsky D. Applied bearing pressure beneath a reinforced soil foundation used in a geosynthetic reinforced soil integrated bridge system Geotextiles and Geomembranes. 45: 580-591. DOI: 10.1016/J.Geotexmem.2017.07.008 |
0.47 |
|
| 2017 |
Gu M, Collin JG, Han J, Zhang Z, Tanyu BF, Leshchinsky D, Ling HI, Rimoldi P. Numerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing Geotextiles and Geomembranes. 45: 294-306. DOI: 10.1016/J.Geotexmem.2017.04.002 |
0.416 |
|
| 2016 |
Vahedifard F, Shahrokhabadi S, Leshchinsky D. Optimal profile for concave slopes under static and seismic conditions Canadian Geotechnical Journal. 53: 1522-1532. DOI: 10.1139/Cgj-2016-0057 |
0.441 |
|
| 2016 |
Vahedifard F, Leshchinsky D, Mortezaei K, Lu N. Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes International Journal of Geomechanics. 16. DOI: 10.1061/(Asce)Gm.1943-5622.0000554 |
0.449 |
|
| 2016 |
Vahedifard F, Shahrokhabadi S, Leshchinsky D. Geosynthetic-reinforced soil structures with concave facing profile Geotextiles and Geomembranes. 44: 358-365. DOI: 10.1016/J.Geotexmem.2016.01.004 |
0.467 |
|
| 2016 |
Zhang F, Gao YF, Leshchinsky D, Zhu DS, Lei GH. Three-dimensional stability of slurry-supported trenches: End effects Computers and Geotechnics. 74: 174-187. DOI: 10.1016/J.Compgeo.2016.01.009 |
0.46 |
|
| 2016 |
Zhang F, Leshchinsky D, Baker R, Gao Y, Leshchinsky B. Implications of variationally derived 3D failure mechanism International Journal For Numerical and Analytical Methods in Geomechanics. DOI: 10.1002/Nag.2543 |
0.361 |
|
| 2015 |
Luo Y, Leshchinsky D, Rimoldi P, Lugli G, Xu C. Instrumented mechanically stabilized earth wall reinforced with polyester straps Transportation Research Record. 2511: 9-17. DOI: 10.3141/2511-02 |
0.487 |
|
| 2015 |
Vahedifard F, Mortezaei K, Leshchinsky BA, Leshchinsky D, Lu N. Role of suction stress on service state behavior of geosynthetic-reinforced soil structures Transportation Geotechnics. DOI: 10.1016/J.Trgeo.2016.02.002 |
0.487 |
|
| 2015 |
Leshchinsky D. Instrumented mse wall reinforced with polyester straps Geosynthetics. 33. |
0.356 |
|
| 2014 |
Vahedifard F, Leshchinsky BA, Sehat S, Leshchinsky D. Impact of cohesion on seismic design of geosynthetic-reinforced earth structures Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001099 |
0.511 |
|
| 2014 |
Zhang F, Leshchinsky D, Gao Y, Leshchinsky B. Required unfactored strength of geosynthetics in reinforced 3D slopes Geotextiles and Geomembranes. 42: 576-585. DOI: 10.1016/J.Geotexmem.2014.10.006 |
0.425 |
|
| 2013 |
Tatsuoka F, Leshchinsky D. Importance Of Redundancy In The Stability Of Grs Retaininig Walls Geosynthetics Engineering Journal. 28: 281-288. DOI: 10.5030/Jcigsjournal.28.281 |
0.335 |
|
| 2013 |
Vahedifard F, Leshchinsky D, Meehan CL. Displacement-based internal design of geosynthetic-reinforced earth structures subjected to seismic loading conditions Geotechnique. 63: 451-462. DOI: 10.1680/Geot.11.P.130 |
0.487 |
|
| 2013 |
Yang X, Han J, Leshchinsky D, Parsons RL. A three-dimensional mechanistic-empirical model for geocell-reinforced unpaved roads Acta Geotechnica. 8: 201-213. DOI: 10.1007/S11440-012-0183-6 |
0.421 |
|
| 2013 |
Leshchinsky D, Tatsuoka F. Performance, design, and redundancy: Geosynthetic reinforced walls in the public sector Geosynthetics. 31. |
0.38 |
|
| 2013 |
Vahedifard F, Leshchinsky D. Seismic external stability analysis of geosynthetic-reinforced earth structures using an integrated analytical approach Design and Practice of Geosynthetic-Reinforced Soil Structures. 177-186. |
0.35 |
|
| 2013 |
Rimoldi P, Leshchinsky D, Arrigoni M, Bortolussi A. Vertical wall with concrete panels facing and geostrips reinforcement: Instrumentation and data reduction Design and Practice of Geosynthetic-Reinforced Soil Structures. 243-260. |
0.319 |
|
| 2013 |
Vahedifard F, Leshchinsky D, Meehan CL. Application of a new analytical-numerical framework for displacement-based seismic design of geosynthetic-reinforced earth structures Geotechnical Special Publication. 1158-1167. |
0.352 |
|
| 2013 |
Khosravi M, Leshchinsky D, Meehan CL, Khosravi A. Stability analysis of seismically loaded slopes using finite element techniques Geotechnical Special Publication. 1310-1319. |
0.35 |
|
| 2013 |
Lin H, Ling HI, Li L, Collin JG, Leshchinsky D, Rimoldi P. Centrifuge modeling of gabion walls reinforced with geosynthetics Design and Practice of Geosynthetic-Reinforced Soil Structures. 93-102. |
0.336 |
|
| 2013 |
Han J, Thakur JK, Parsons RL, Pokharel SK, Leshchinsky D, Yang X. A summary of research on geocell-reinforced base courses Design and Practice of Geosynthetic-Reinforced Soil Structures. 331-340. |
0.337 |
|
| 2012 |
Leshchinsky D, Vahedifard F, Meehan CL. Application of a hydraulic gradient technique for modeling the uplift behavior of piles in sand Geotechnical Testing Journal. 35: 400-408. DOI: 10.1520/Gtj103850 |
0.433 |
|
| 2012 |
Vahedifard F, Leshchinsky D, Meehan CL. Relationship between the seismic coefficient and the unfactored geosynthetic force in reinforced earth structures Journal of Geotechnical and Geoenvironmental Engineering. 138: 1209-1221. DOI: 10.1061/(Asce)Gt.1943-5606.0000701 |
0.468 |
|
| 2012 |
Ling HI, Leshchinsky D, Mohri Y, Wang JP. Earthquake response of reinforced segmental retaining walls backfilled with substantial percentage of fines Journal of Geotechnical and Geoenvironmental Engineering. 138: 934-944. DOI: 10.1061/(Asce)Gt.1943-5606.0000669 |
0.494 |
|
| 2012 |
Leshchinsky D, Ebrahimi S, Vahedifard F, Zhu F. Extension of Mononobe-Okabe approach to unstable slopes Soils and Foundations. 52: 239-256. DOI: 10.1016/J.Sandf.2012.02.004 |
0.424 |
|
| 2012 |
Leshchinsky D, Vahedifard F, Leshchinsky BA. Revisiting bearing capacity analysis of MSE walls Geotextiles and Geomembranes. 34: 100-107. DOI: 10.1016/J.Geotexmem.2012.05.006 |
0.523 |
|
| 2012 |
Yang X, Han J, Pokharel SK, Manandhar C, Parsons RL, Leshchinsky D, Halahmi I. Accelerated pavement testing of unpaved roads with geocell-reinforced sand bases Geotextiles and Geomembranes. 32: 95-103. DOI: 10.1016/J.Geotexmem.2011.10.004 |
0.401 |
|
| 2011 |
Pokharel S, Han J, Manandhar C, Yang X, Leshchinsky D, Halahmi I, Parsons R. Accelerated pavement testing of geocell-reinforced unpaved roads over weak subgrade Transportation Research Record. 67-75. DOI: 10.3141/2204-09 |
0.362 |
|
| 2011 |
Han J, Pokharel SK, Yang X, Manandhar C, Leshchinsky D, Halahmi I, Parsons RL. Performance of geocell-reinforced rap bases over weak subgrade under full-scale moving wheel loads Journal of Materials in Civil Engineering. 23: 1525-1534. DOI: 10.1061/(Asce)Mt.1943-5533.0000286 |
0.415 |
|
| 2011 |
Leshchinsky D, Vahedifard F. Impact of toe resistance in reinforced masonry block walls: Design dilemma Journal of Geotechnical and Geoenvironmental Engineering. 138: 236-240. DOI: 10.1061/(Asce)Gt.1943-5606.0000579 |
0.379 |
|
| 2011 |
Leshchinsky D. Some issues in geosynthetic reinforced walls and slopes Geotechnical Engineering. 42: 1-8. |
0.4 |
|
| 2010 |
Arellano D, Tatum JB, Stark TD, Horvath JS, Leshchinsky D. Framework for design guideline for expanded polystyrene block geofoam in slope stabilization and repair Transportation Research Record. 100-108. DOI: 10.3141/2170-12 |
0.369 |
|
| 2010 |
Leshchinsky D, Zhu F. Resultant force of lateral earth pressure in unstable slopes Journal of Geotechnical and Geoenvironmental Engineering. 136: 1655-1663. DOI: 10.1061/(Asce)Gt.1943-5606.0000398 |
0.446 |
|
| 2010 |
Leshchinsky D, Imamoglu B, Meehan CL. Exhumed geogrid-reinforced retaining wall Journal of Geotechnical and Geoenvironmental Engineering. 136: 1311-1323. DOI: 10.1061/(Asce)Gt.1943-5606.0000354 |
0.347 |
|
| 2010 |
Leshchinsky D, Zhu F, Meehan CL. Required unfactored strength of geosynthetic in reinforced earth structures Journal of Geotechnical and Geoenvironmental Engineering. 136: 281-289. DOI: 10.1061/(Asce)Gt.1943-5606.0000209 |
0.51 |
|
| 2010 |
Ling HI, Yang S, Leshchinsky D, Liu H, Burke C. Finite-element simulations of full-scale modular-block reinforced soil retaining walls under earthquake loading Journal of Engineering Mechanics. 136: 653-661. DOI: 10.1061/(Asce)Em.1943-7889.0000108 |
0.469 |
|
| 2010 |
Pokharel SK, Han J, Leshchinsky D, Parsons RL, Halahmi I. Investigation of factors influencing behavior of single geocell-reinforced bases under static loading Geotextiles and Geomembranes. 28: 570-578. DOI: 10.1016/J.Geotexmem.2010.06.002 |
0.434 |
|
| 2010 |
Han J, Leshchinsky D. Analysis of back-to-back mechanically stabilized earth walls Geotextiles and Geomembranes. 28: 262-267. DOI: 10.1016/J.Geotexmem.2009.09.012 |
0.478 |
|
| 2010 |
Yang X, Han J, Parsons RL, Leshchinsky D. Three-dimensional numerical modeling of single geocell-reinforced sand Frontiers of Architecture and Civil Engineering in China. 4: 233-240. DOI: 10.1007/S11709-010-0020-7 |
0.452 |
|
| 2010 |
Leshchinsky D. Geosynthetic reinforced walls and steep slopes: Is it magic? Geosynthetics. 28: 17-24. |
0.39 |
|
| 2009 |
Ling HI, Wu MH, Leshchinsky D, Leshchinsky B. Centrifuge modeling of slope instability Journal of Geotechnical and Geoenvironmental Engineering. 135: 758-767. DOI: 10.1061/(Asce)Gt.1943-5606.0000024 |
0.447 |
|
| 2009 |
Ling HI, Leshchinsky D, Wang JP, Mohri Y, Rosen A. Seismic response of geocell retaining walls: Experimental studies Journal of Geotechnical and Geoenvironmental Engineering. 135: 515-524. DOI: 10.1061/(Asce)1090-0241(2009)135:4(515) |
0.416 |
|
| 2009 |
Leshchinsky D. On global equilibrium in design of geosynthetic reinforced walls Journal of Geotechnical and Geoenvironmental Engineering. 135: 309-315. DOI: 10.1061/(Asce)1090-0241(2009)135:3(309) |
0.484 |
|
| 2009 |
Leshchinsky D, Ling HI, Wang JP, Rosen A, Mohri Y. Equivalent seismic coefficient in geocell retention systems Geotextiles and Geomembranes. 27: 9-18. DOI: 10.1016/J.Geotexmem.2008.03.001 |
0.449 |
|
| 2008 |
Han J, Yang X, Leshchinsky D, Parsons RL. Behavior of geocell-reinforced sand under a vertical load Transportation Research Record. 95-101. DOI: 10.3141/2045-11 |
0.475 |
|
| 2008 |
Ling HI, Wang JP, Leshchinsky D. Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls Geosynthetics International. 15: 14-21. DOI: 10.1680/Gein.2008.15.1.14 |
0.49 |
|
| 2008 |
Han J, Yang XM, Leshchinsky D, Parsons RL, Rosen A. Numerical analysis for mechanisms of a geocell-reinforced base under a vertical load Geosynthetics in Civil and Environmental Engineering - Geosynthetics Asia 2008: Proceedings of the 4th Asian Regional Conference On Geosynthetics. 741-746. |
0.398 |
|
| 2007 |
Leshchinsky D. Discussion of "the influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls"1 Canadian Geotechnical Journal. 44: 1479-1482. DOI: 10.1139/T07-100 |
0.32 |
|
| 2007 |
Min-Hao W, Hoe LI, Ahmet P, Leshchinsky D. Two-dimensional slope failure in the centrifugal field Solid Mechanics and Its Applications. 146: 957-968. |
0.301 |
|
| 2006 |
Han J, Leshchinsky D. General analytical framework for design of flexible reinforced earth structures Journal of Geotechnical and Geoenvironmental Engineering. 132: 1427-1435. DOI: 10.1061/(Asce)1090-0241(2006)132:11(1427) |
0.409 |
|
| 2006 |
Leshchinsky D. ASD and LRFD of reinforced SRW with the use of software program MSEW(3.0) Geosynthetics. 24: 14-20. |
0.355 |
|
| 2005 |
Ling HI, Mohri Y, Leshchinsky D, Burke C, Matsushima K, Liu H. Large-scale shaking table tests on modular-block reinforced soil retaining walls Journal of Geotechnical and Geoenvironmental Engineering. 131: 465-476. DOI: 10.1061/(Asce)1090-0241(2005)131:4(465) |
0.491 |
|
| 2005 |
Ling HI, Leshchinsky D. Failure analysis of modular-block reinforced-soil walls during earthquakes Journal of Performance of Constructed Facilities. 19: 117-123. DOI: 10.1061/(Asce)0887-3828(2005)19:2(117) |
0.457 |
|
| 2005 |
Baker R, Shukha R, Leshchinsky D. Stability of cohesionless partially submerged slopes International Journal For Numerical and Analytical Methods in Geomechanics. 29: 1157-1170. DOI: 10.1002/Nag.449 |
0.402 |
|
| 2005 |
Leshchinsky D. The power of software in geosynthetic reinforcement applications: Part 4 of 4 Geotechnical Fabrics Report. 23: 10-11. |
0.334 |
|
| 2005 |
Christopher BR, Leshchinsky D, Stulgis R. Geosynthetic-reinforced soil walls and slopes: US perspective Geotechnical Special Publication. 3197-3208. |
0.37 |
|
| 2004 |
Leshchinsky D, Han J. Geosynthetic reinforced multitiered walls Journal of Geotechnical and Geoenvironmental Engineering. 130: 1225-1235. DOI: 10.1061/(Asce)1090-0241(2004)130:12(1225) |
0.457 |
|
| 2004 |
Leshchinsky D, Hu Y, Han J. Limited reinforced space in segmental retaining walls Geotextiles and Geomembranes. 22: 543-553. DOI: 10.1016/J.Geotexmem.2004.04.002 |
0.46 |
|
| 2004 |
Leshchinsky D. Design software for soft soils: Software is not a substitution for experience, but it improves the design process Geotechnical Fabrics Report. 22: 18-23. |
0.317 |
|
| 2004 |
Han J, Chai JC, Leshchinsky D, Shen SL. Evaluation of deep-seated slope stability of embankments over deep mixed foundations Geotechnical Special Publication. 945-954. |
0.368 |
|
| 2003 |
Ling HI, Leshchinsky D. Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls Geosynthetics International. 10: 77-94. DOI: 10.1680/Gein.2003.10.3.77 |
0.488 |
|
| 2003 |
Baker R, Leshchinsky D. Spatial distribution of safety factors: Cohesive vertical cut International Journal For Numerical and Analytical Methods in Geomechanics. 27: 1057-1078. DOI: 10.1002/Nag.312 |
0.362 |
|
| 2002 |
Leshchinsky D. Coulomb wedge analysis of cuts in steep slopes: Discussion Canadian Geotechnical Journal. 39: 1218. DOI: 10.1139/T02-070 |
0.398 |
|
| 2001 |
Baker R, Leshchinsky D. Spatial distribution of safety factors Journal of Geotechnical and Geoenvironmental Engineering. 127: 135-145. DOI: 10.1061/(Asce)1090-0241(2001)127:2(135) |
0.349 |
|
| 2001 |
Ling HI, Leshchinsky D, Chou NNS. Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the ji-ji earthquake of Taiwan Soil Dynamics and Earthquake Engineering. 21: 297-313. DOI: 10.1016/S0267-7261(01)00011-2 |
0.496 |
|
| 2001 |
Leshchinsky D. Design dilemma: Use peak or residual strength of soil Geotextiles and Geomembranes. 19: 111-125. DOI: 10.1016/S0266-1144(00)00007-8 |
0.509 |
|
| 2000 |
Leshchinsky D. On the factor of safety in reinforced steep slopes Proceedings of Sessions of Geo-Denver 2000 - Advances in Transportation and Geoenvironmental Systems Using Geosynthetics, Gsp 103. 291: 337-345. DOI: 10.1061/40515(291)22 |
0.407 |
|
| 1998 |
Ling HI, Leshchinsky D. Effects of vertical acceleration on seismic design of geosynthetic-reinforced soil structures Geotechnique. 48: 347-373. DOI: 10.1680/Geot.1998.48.3.347 |
0.528 |
|
| 1998 |
Ling HI, Leshchinsky D, Mohri Y, Kawabata T. Estimation of municipal solid waste landfill settlement Journal of Geotechnical and Geoenvironmental Engineering - Asce. 124: 21-28. DOI: 10.1061/(Asce)1090-0241(1998)124:1(21) |
0.346 |
|
| 1998 |
Shiwakoti DR, Pradhan TBS, Leshchinsky D. Performance of geosynthetic-reinforced soil structures at limit equilibrium state Geosynthetics International. 5: 555-587. |
0.4 |
|
| 1997 |
Ling HI, Leshchinsky D, Tatsuoka F. Stress-confinement effect of nonwoven geotextile on design of reinforced soil retaining wall Soils and Foundations. 37: 121-126. DOI: 10.3208/Sandf.37.4_121 |
0.469 |
|
| 1997 |
Ling HI, Leshchinsky D, Perry EB. Seismic design and performance of geosynthetic-reinforced soil structures Geotechnique. 47: 933-952. DOI: 10.1680/Geot.1997.47.5.933 |
0.5 |
|
| 1997 |
Leshchinsky D, Dechasakulsom M, Kaliakin VN, Ling HI. Creep and Stress Relaxation of Geogrids Geosynthetics International. 4: 463-479. DOI: 10.1680/Gein.4.0102 |
0.377 |
|
| 1997 |
Ling HI, Leshchinsky D. Seismic stability and permanent displacement of landfill cover systems Journal of Geotechnical Engineering. 123: 113-122. DOI: 10.1061/(Asce)1090-0241(1997)123:2(113) |
0.473 |
|
| 1997 |
Ling HI, Leshchinsky D, Mohri Y. Soil slopes under combined horizontal and vertical seismic accelerations Earthquake Engineering and Structural Dynamics. 26: 1231-1241. DOI: 10.1002/(Sici)1096-9845(199712)26:12<1231::Aid-Eqe707>3.0.Co;2-Z |
0.484 |
|
| 1997 |
Leshchinsky D. Software to facilitate design of geosynthetic-reinforced steep slopes Geotechnical Fabrics Report. 15: 40-46. |
0.356 |
|
| 1996 |
Leshchinsky D, Leshchinsky O, Ling HI, Gilbert PA. Geosynthetic tubes for confining pressurized slurry: Some design aspects Journal of Geotechnical Engineering. 122: 682-690. DOI: 10.1061/(Asce)0733-9410(1996)122:8(682) |
0.394 |
|
| 1995 |
Ugai K, Leshchinsky D. Three-Dimensional Limit Equilibrium And Finite Element Analyses : A Comparison Of Results Soils and Foundations. 35: 1-7. DOI: 10.3208/Sandf.35.4_1 |
0.347 |
|
| 1995 |
Leshchinsky D, Ling H, Hanks G. Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls Geosynthetics International. 2: 845-881. DOI: 10.1680/Gein.2.0039 |
0.53 |
|
| 1994 |
Leshchinsky D, Kaliakin V, Bose P, Collin J. Failure Mechanism In Geogrid-Reinforced Segmental Walls : Experimental Implications Soils and Foundations. 34: 33-41. DOI: 10.3208/Sandf1972.34.4_33 |
0.39 |
|
| 1994 |
San K, Leshchinsky D, Matsui T. Geosynthetic Reinforced Slopes : Limit Equilibrium And Finite Element Analyses Soils and Foundations. 34: 79-85. DOI: 10.3208/Sandf1972.34.2_79 |
0.432 |
|
| 1994 |
San K, Leshchinsky D. Seismic Slope Stability Analysis : Pseudo-Static Generalized Method Soils and Foundations. 34: 73-77. DOI: 10.3208/Sandf1972.34.2_73 |
0.404 |
|
| 1994 |
Leshchinsky D, San KC. Pseudostatic seismic stability of slopes: Design charts Journal of Geotechnical Engineering. 120: 1514-1532. DOI: 10.1061/(Asce)0733-9410(1994)120:9(1514) |
0.457 |
|
| 1993 |
Leshchinsky D, Chowdhury S. Variational And Traditional Rigorous Slope Stability Analyses : Comparison Of Safety Factors Soils and Foundations. 33: 139-145. DOI: 10.3208/Sandf1972.33.3_139 |
0.342 |
|
| 1992 |
Leshchinsky D, Richter S, Fowler J. Clay Lumps under Simulated Hydraulic Transport Conditions Geotechnical Testing Journal. 15: 393-398. DOI: 10.1520/Gtj10254J |
0.325 |
|
| 1992 |
Leshchinsky D, Huang CC. Generalized three-dimensional slope-stability analysis Journal of Geotechnical Engineering. 118: 1748-1764. DOI: 10.1061/(Asce)0733-9410(1992)118:11(1748) |
0.389 |
|
| 1992 |
Leshchinsky D, Huang CC. Generalized slope stability analysis: Interpretation, modification, and comparison Journal of Geotechnical Engineering. 118: 1559-1576. DOI: 10.1061/(Asce)0733-9410(1992)118:10(1559) |
0.361 |
|
| 1991 |
Leshchinsky D. Kinematical limit analysis for design of soil-nailed structures Journal of Geotechnical Engineering. 117: 1821-1824. DOI: 10.1061/(ASCE)0733-9410(1991)117:11(1821) |
0.3 |
|
| 1991 |
Leshchinsky D, Boedeker RH. Geosynthetic reinforced soil structures Journal of Geotechnical Engineering. 117: 1644-1652. DOI: 10.1061/(Asce)0733-9410(1989)115:10(1459) |
0.479 |
|
| 1990 |
Leshchinsky D. Slope stability analysis: Generalized approach Journal of Geotechnical Engineering. 116: 851-867. DOI: 10.1061/(Asce)0733-9410(1990)116:5(851) |
0.406 |
|
| 1990 |
Leshchinsky D, Marcozzi GF. Bearing capacity of shallow foundations: Rigid versus flexible models Journal of Geotechnical Engineering. 116: 1750-1756. DOI: 10.1061/(Asce)0733-9410(1990)116:11(1750) |
0.47 |
|
| 1990 |
Leshchinsky D, Fowler J. Laboratory measurement of load-elongation relationship of high-strength geotextiles Geotextiles and Geomembranes. 9: 145-164. DOI: 10.1016/0266-1144(90)90011-Z |
0.365 |
|
| 1989 |
Leshchinsky D, Smith DS. Deep-Seated Failure Of A Granular Embankment Over Clay : Stability Analysis : Soils and Foundations. 29: 105-114. DOI: 10.3208/Sandf1972.29.3_105 |
0.428 |
|
| 1989 |
Leshchinsky D, Perry EB. On the design of geosynthetic-reinforced walls Geotextiles and Geomembranes. 8: 311-323. DOI: 10.1016/0266-1144(89)90014-9 |
0.428 |
|
| 1988 |
Leshchinsky D, Mullett TL. Design charts for vertical cuts Journal of Geotechnical Engineering. 114: 337-344. DOI: 10.1061/(Asce)0733-9410(1988)114:3(337) |
0.396 |
|
| 1988 |
Leshchinsky D, Smith DS. Mechanically stabilized walls over soft clay: geosynthetic to prevent deep-seated failures . DOI: 10.1016/0266-1144(88)90004-0 |
0.442 |
|
| 1987 |
Baker R, Leshchinsky D. Stability Analysis of Conical Heaps Soils and Foundations. 27: 99-110. DOI: 10.3208/Sandf1972.27.4_99 |
0.484 |
|
| 1987 |
Leshchinsky D. Short-term stability of reinforced embankment over clayey foundation Soils and Foundations. 27: 43-57. DOI: 10.3208/Sandf1972.27.3_43 |
0.497 |
|
| 1986 |
Leshchinsky D, Baker R. Three-dimensional slope stability: end effects Soil &Amp; Foundations. 26: 98-110. DOI: 10.3208/Sandf1972.26.4_98 |
0.369 |
|
| 1985 |
Leshchinsky D, Reinschmidt AJ. Stability of membrane reinforced slopes Journal of Geotechnical Engineering. 111: 1285-1300. DOI: 10.1061/(Asce)0733-9410(1985)111:11(1285) |
0.348 |
|
| 1985 |
Leshchinsky D, Baker R, Silver ML. Three dimensional analysis of slope stability International Journal For Numerical &Amp; Analytical Methods in Geomechanics. 9: 199-223. DOI: 10.1002/Nag.1610090302 |
0.413 |
|
| Show low-probability matches. |