| 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 |
0.387 |
|
| 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 |
0.41 |
|
| 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 |
0.417 |
|
| 2020 |
Chen C, Zhang G, Zornberg JG, Morsy AM, Huang J. Interface bond behavior of tensioned glass fiber-reinforced polymer (GFRP) tendons embedded in cemented soils Construction and Building Materials. 263: 120132. DOI: 10.1016/J.Conbuildmat.2020.120132 |
0.509 |
|
| 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 |
0.432 |
|
| 2020 |
Costa YDJ, Zornberg JG, Costa CML. Physical modeling of buried PVC pipes overlying localized ground subsidence Acta Geotechnica. 1-19. DOI: 10.1007/S11440-020-01058-9 |
0.433 |
|
| 2020 |
Zhang G, Chen C, Zornberg JG, Morsy AM, Mao F. Interface creep behavior of grouted anchors in clayey soils: effect of soil moisture condition Acta Geotechnica. 15: 2159-2177. DOI: 10.1007/S11440-019-00907-6 |
0.551 |
|
| 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 |
0.348 |
|
| 2019 |
Peng X, Zornberg JG. Evaluation of soil-geogrid interaction using transparent soil with laser illumination Geosynthetics International. 26: 206-221. DOI: 10.1680/Jgein.19.00004 |
0.448 |
|
| 2019 |
Chen C, Zhang G, Zornberg JG, Zheng X. Element Nail Pullout Tests for Prediction of Soil Nail Pullout Resistance in Expansive Clays Geotechnical Testing Journal. 42: 20170431. DOI: 10.1520/Gtj20170431 |
0.509 |
|
| 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 |
0.321 |
|
| 2019 |
Li C, Zornberg JG. Shear Strength Behavior of Soils Reinforced with Weak Fibers Journal of Geotechnical and Geoenvironmental Engineering. 145: 6019006. DOI: 10.1061/(Asce)Gt.1943-5606.0002109 |
0.621 |
|
| 2019 |
Alkhorshid NR, Araujo GLS, Palmeira EM, Zornberg JG. Large-scale load capacity tests on a geosynthetic encased column Geotextiles and Geomembranes. 47: 632-641. DOI: 10.1016/J.Geotexmem.2019.103458 |
0.515 |
|
| 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 |
0.537 |
|
| 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 |
0.431 |
|
| 2019 |
Albino UR, Portelinha FHM, Zornberg JG, Futai MM. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles Computers and Geotechnics. 108: 27-39. DOI: 10.1016/J.Compgeo.2018.12.006 |
0.486 |
|
| 2018 |
Roodi GH, Morsy AM, Zornberg JG. Soil–Geosynthetic Interface Shear in Different Testing Scales: Transportation Research Record. 2672: 129-141. DOI: 10.1177/0361198118758631 |
0.395 |
|
| 2018 |
Zornberg JG, Roodi GH, Gupta R. Closure to “Stiffness of Soil–Geosynthetic Composite under Small Displacements: I. Model Development” by Jorge G. Zornberg, Gholam H. Roodi, and Ranjiv Gupta Journal of Geotechnical and Geoenvironmental Engineering. 144: 7018027. DOI: 10.1061/(Asce)Gt.1943-5606.0001972 |
0.481 |
|
| 2018 |
Correia NS, Zornberg JG. Strain distribution along geogrid-reinforced asphalt overlays under traffic loading Geotextiles and Geomembranes. 46: 111-120. DOI: 10.1016/J.Geotexmem.2017.10.002 |
0.384 |
|
| 2018 |
Chen C, Zhang G, Zornberg JG, Morsy AM, Zhu S, Zhao H. Interface behavior of tensioned bars embedded in cement-soil mixtures Construction and Building Materials. 186: 840-853. DOI: 10.1016/J.Conbuildmat.2018.07.211 |
0.54 |
|
| 2017 |
Belchior IMRM, Casagrande MDT, Zornberg JG. Swelling Behavior Evaluation of a Lime-Treated Expansive Soil through Centrifuge Test Journal of Materials in Civil Engineering. 29: 4017240. DOI: 10.1061/(Asce)Mt.1943-5533.0002090 |
0.444 |
|
| 2017 |
Roodi GH, Zornberg JG. Stiffness of Soil-Geosynthetic Composite under Small Displacements. II: Experimental Evaluation Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017076. DOI: 10.1061/(Asce)Gt.1943-5606.0001769 |
0.446 |
|
| 2017 |
Zornberg JG, Roodi GH, Gupta R. Stiffness of Soil–Geosynthetic Composite under Small Displacements: I. Model Development Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017075. DOI: 10.1061/(Asce)Gt.1943-5606.0001768 |
0.528 |
|
| 2017 |
Zornberg JG, Azevedo M, Sikkema M, Odgers B. Geosynthetics with enhanced lateral drainage capabilities in roadway systems Transportation Geotechnics. 12: 85-100. DOI: 10.1016/J.Trgeo.2017.08.008 |
0.463 |
|
| 2017 |
Peng X, Zornberg JG. Evaluation of Load Transfer in Geogrids for Base Stabilization Using Transparent Soil Procedia Engineering. 189: 307-314. DOI: 10.1016/J.Proeng.2017.05.049 |
0.489 |
|
| 2017 |
Portelinha FHM, Zornberg JG. Effect of infiltration on the performance of an unsaturated geotextile-reinforced soil wall Geotextiles and Geomembranes. 45: 211-226. DOI: 10.1016/J.Geotexmem.2017.02.002 |
0.519 |
|
| 2016 |
Correia NS, Zornberg JG. Mechanical response of flexible pavements enhanced with Geogrid-reinforced asphalt overlays Geosynthetics International. 23: 183-193. DOI: 10.1680/Jgein.15.00041 |
0.431 |
|
| 2016 |
Costa CML, Zornberg JG, Costa YDJ. Reply from authors Costa, C. M. L., Zornberg, J. G., Y. D. J. Costa. “Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls”. Geotextiles and Geomembranes 44 (2016) 188–200 Geotextiles and Geomembranes. 44: 888-890. DOI: 10.1016/J.Geotexmem.2016.05.003 |
0.361 |
|
| 2016 |
Costa CML, Zornberg JG, Bueno BdS, Costa YDJ. Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls Geotextiles and Geomembranes. 44: 188-200. DOI: 10.1016/J.Geotexmem.2015.09.001 |
0.52 |
|
| 2015 |
Ferreira JAZ, Zornberg JG. A transparent pullout testing device for 3D evaluation of soil-geogrid interaction Geotechnical Testing Journal. 38: 686-707. DOI: 10.1520/Gtj20140198 |
0.497 |
|
| 2015 |
Kang Y, Nam BH, Zornberg JG, Cho YH. Pullout resistance of geogrid reinforcement with in-plane drainage capacity in cohesive soil Ksce Journal of Civil Engineering. 19: 602-610. DOI: 10.1007/S12205-013-0274-4 |
0.516 |
|
| 2014 |
Costa CML, Zornberg JG, Costa YDJ. Failure of geotextile-reinforced walls in centrifuge model tests Advanced Materials Research. 831: 321-325. DOI: 10.4028/Www.Scientific.Net/Amr.831.321 |
0.491 |
|
| 2014 |
Portelinha FH, Zornberg JG, Pimentel V. Field performance of retaining walls reinforced with woven and nonwoven geotextiles Geosynthetics International. 21: 270-284. DOI: 10.1680/Gein.14.00014 |
0.499 |
|
| 2014 |
Gupta R, Swan RH, Zornberg JG. Laboratory pullout equipment for testing soil-geosynthetic interface for reinforced flexible pavement design Geotechnical Special Publication. 2543-2557. DOI: 10.1061/9780784413272.246 |
0.441 |
|
| 2014 |
Correia NS, Zornberg JG, Bueno BS. Behavior of impregnated paving geotextiles: Study of optimum tack coat rate Journal of Materials in Civil Engineering. 26. DOI: 10.1061/(Asce)Mt.1943-5533.0001026 |
0.366 |
|
| 2014 |
Correia NS, Zornberg JG. Influence of tack coat rate on the properties of paving geosynthetics Transportation Geotechnics. 1: 45-54. DOI: 10.1016/J.Trgeo.2014.01.002 |
0.376 |
|
| 2014 |
Ferreira JAZ, Zornberg JG. Behavior of transverse Ribs in a tensioned geogrid embedded in transparent soil 10th International Conference On Geosynthetics, Icg 2014. |
0.417 |
|
| 2014 |
Correia NS, Zornberg JG. Quantification of rut depth in geogrid reinforced asphalt overlays using accelerated pavement testing 10th International Conference On Geosynthetics, Icg 2014. |
0.354 |
|
| 2014 |
Portelinha FHM, Zornberg JG. Development of capillary barriers during water infiltration in a geotextile-reinforced soil wall 10th International Conference On Geosynthetics, Icg 2014. |
0.385 |
|
| 2014 |
França FAN, Massimino BM, Silva JO, Iceri FY, Zornberg JG. Geogrid creep and tensile tests performed with nonconventional equipment 10th International Conference On Geosynthetics, Icg 2014. |
0.322 |
|
| 2013 |
Portelinha FHM, Bueno BS, Zornberg JG. Performance of nonwoven geotextile-reinforced walls under wetting conditions: Laboratory and field investigations Geosynthetics International. 20: 90-104. DOI: 10.1680/Gein.13.00004 |
0.538 |
|
| 2013 |
Li C, Zornberg JG. Mobilization of reinforcement forces in fiber-reinforced soil Journal of Geotechnical and Geoenvironmental Engineering. 139: 107-115. DOI: 10.1061/(Asce)Gt.1943-5606.0000745 |
0.648 |
|
| 2013 |
Bouazza A, Zornberg J, McCartney JS, Singh RM. Unsaturated geotechnics applied to geoenvironmental engineering problems involving geosynthetics Engineering Geology. 165: 143-153. DOI: 10.1016/J.Enggeo.2012.11.018 |
0.62 |
|
| 2012 |
Yang KH, Zornberg JG, Liu CN, Lin HD. Stress distribution and development within geosynthetic-reinforced soil slopes Geosynthetics International. 19: 62-78. DOI: 10.1680/Gein.2012.19.1.62 |
0.475 |
|
| 2011 |
Yang KH, Zornberg JG, Hung WY, Lawson CR. Location of failure plane and design considerations for narrow geosynthetic reinforced soil wall systems Journal of Geoengineering. 6: 27-40. DOI: 10.6310/jog.2011.6(1).3 |
0.351 |
|
| 2011 |
Williams LO, Dwyer SF, Zornberg JG, Hoyt DL, Hargreaves GA. Covering it all Civil Engineering. 64-71. DOI: 10.1061/Ciegag.0000333 |
0.357 |
|
| 2011 |
Nogueira CdL, Azevedo RFd, Zornberg JG. Validation of Coupled Simulation of Excavations in Saturated Clay: Camboinhas Case History International Journal of Geomechanics. 11: 202-210. DOI: 10.1061/(Asce)Gm.1943-5622.0000077 |
0.397 |
|
| 2011 |
McCartney J, Nogueira CL, Homes D, Zornberg JG. Formation of secondary containment systems using permeation of colloidal silica Journal of Environmental Engineering. 137: 444-453. DOI: 10.1061/(Asce)Ee.1943-7870.0000345 |
0.62 |
|
| 2010 |
Zornberg JG, Bouazza A, McCartney JS. Geosynthetic capillary barriers: Current state of knowledge Geosynthetics International. 17: 273-300. DOI: 10.1680/Gein.2010.17.5.273 |
0.651 |
|
| 2010 |
McCartney JS, Zornberg JG. Effects of infiltration and evaporation on geosynthetic capillary barrier performance Canadian Geotechnical Journal. 47: 1201-1213. DOI: 10.1139/T10-024 |
0.623 |
|
| 2010 |
Yang KH, Zornberg JG, Bathurst RJ. Mobilization of reinforcement tension within geosynthetic-reinforced soil structures Geotechnical Special Publication. 384: 494-501. DOI: 10.1061/41128(384)49 |
0.438 |
|
| 2010 |
Freilich BJ, Zornberg JG. A model for the characterization of the scrap tire bale interface Geotechnical Special Publication. 2933-2942. DOI: 10.1061/41095(365)299 |
0.71 |
|
| 2010 |
Yang KH, Ching J, Zornberg JG. Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests Journal of Geotechnical and Geoenvironmental Engineering. 137: 239-253. DOI: 10.1061/(Asce)Gt.1943-5606.0000423 |
0.394 |
|
| 2010 |
McCartney JS, Zornberg JG. Centrifuge permeameter for unsaturated soils. II: Measurement of the hydraulic characteristics of an unsaturated clay Journal of Geotechnical and Geoenvironmental Engineering. 136: 1064-1076. DOI: 10.1061/(Asce)Gt.1943-5606.0000320 |
0.601 |
|
| 2010 |
Zornberg JG, McCartney JS. Centrifuge permeameter for unsaturated soils. I: Theoretical basis and experimental developments Journal of Geotechnical and Geoenvironmental Engineering. 136: 1051-1063. DOI: 10.1061/(Asce)Gt.1943-5606.0000319 |
0.64 |
|
| 2010 |
McCartney JS, Zornberg JG, Swan RH. Closure to "analysis of a large database of gcl-geomembrane interface shear strength results" by John S. Mccartney, Jorge G. Zornberg, and Robert H. Swan Jr Journal of Geotechnical and Geoenvironmental Engineering. 136: 276-277. DOI: 10.1061/(Asce)Gt.1943-5606.0000250 |
0.587 |
|
| 2010 |
Liu CN, Zornberg JG, Chen TC, Ho YH, Lin BH. Behavior of geogrid-sand interface in direct shear mode Journal of Geotechnical and Geoenvironmental Engineering. 135: 1863-1871. DOI: 10.1061/(Asce)Gt.1943-5606.0000150 |
0.501 |
|
| 2010 |
Freilich BJ, Li C, Zornberg JG. Effective shear strength of fiber-reinforced clays 9th International Conference On Geosynthetics - Geosynthetics: Advanced Solutions For a Challenging World, Icg 2010. 1997-2000. |
0.739 |
|
| 2010 |
Zornberg JG, Gupta R, Ferreira JAZ. Field performance of geosynthetic reinforced pavements over expansive clay subgrades 9th International Conference On Geosynthetics - Geosynthetics: Advanced Solutions For a Challenging World, Icg 2010. 1481-1484. |
0.303 |
|
| 2009 |
De Souza Villar LF, De Campos TMP, Azevedo RF, Zornberg JG. Tensile strength changes under drying and its correlations with total and matric suctions Proceedings of the 17th International Conference On Soil Mechanics and Geotechnical Engineering: the Academia and Practice of Geotechnical Engineering. 1: 793-796. DOI: 10.3233/978-1-60750-031-5-793 |
0.447 |
|
| 2009 |
Mayne PW, Coop MR, Springman SM, Huang AB, Zornberg JG. Geomaterial behavior and testing Proceedings of the 17th International Conference On Soil Mechanics and Geotechnical Engineering: the Academia and Practice of Geotechnical Engineering. 4: 2777-2872. DOI: 10.3233/978-1-60750-031-5-2777 |
0.386 |
|
| 2009 |
Costa YD, Zornberg JG, Bueno BS, Costa CL. Failure mechanisms in sand over a deep active trapdoor Journal of Geotechnical and Geoenvironmental Engineering. 135: 1741-1753. DOI: 10.1061/(Asce)Gt.1943-5606.0000134 |
0.441 |
|
| 2009 |
de Lyra Nogueira C, de Azevedo RF, Zornberg JG. Coupled analyses of excavations in saturated soil International Journal of Geomechanics. 9: 73-81. DOI: 10.1061/(Asce)1532-3641(2009)9:2(73) |
0.394 |
|
| 2009 |
McCartney JS, Zornberg JG, Swan RH. Analysis of a large database of gcl-geomembrane interface shear strength results Journal of Geotechnical and Geoenvironmental Engineering. 135: 209-223. DOI: 10.1061/(Asce)1090-0241(2009)135:2(209) |
0.658 |
|
| 2007 |
Benjamim CVS, Bueno BS, Zornberg JG. Field monitoring evaluation of geotextile-reinforced soil-retaining walls Geosynthetics International. 14: 100-118. DOI: 10.1680/Gein.2007.14.2.100 |
0.533 |
|
| 2007 |
McCartney JS, Zornberg JG. Hydraulic interaction between geosynthetic drainage layers and unsaturated low plasticity clay Geotechnical Special Publication. 3. DOI: 10.1061/40909(228)3 |
0.679 |
|
| 2007 |
Teixeira SHC, Bueno BS, Zornberg JG. Pullout resistance of individual longitudinal and transverse geogrid ribs Journal of Geotechnical and Geoenvironmental Engineering. 133: 37-50. DOI: 10.1061/(Asce)1090-0241(2007)133:1(37) |
0.44 |
|
| 2007 |
Nogueira CL, Oliveira RRV, Araújo LG, Faria PO, Zornberg JG. FE prediction of bearing capacity over reinforced soil Applications of Computational Mechanics in Geotechnical Engineering - Proceedings of the 5th International Workshop On Applications of Computational Mechanics in Geotechnical Engineering. 387-399. |
0.363 |
|
| 2006 |
McCartney JS, Zornberg JG. Correction of lightning effects on water content reflectometer soil moisture data Vadose Zone Journal. 5: 673-683. DOI: 10.2136/Vzj2005.0074 |
0.617 |
|
| 2006 |
McCartney JS, Zornberg JG. Decision analysis for design of evapotranspirative landfill covers Geotechnical Special Publication. 694-705. DOI: 10.1061/40802(189)54 |
0.56 |
|
| 2006 |
Zornberg JG, McCartney JS, Swan RH. Closure to "Analysis of a large database of GCL internal shear strength results" by Jorge G. Zornberg, John S. McCartney, and Robert H. Swan Jr Journal of Geotechnical and Geoenvironmental Engineering. 132: 1376-1379. DOI: 10.1061/(Asce)1090-0241(2006)132:10(1376) |
0.576 |
|
| 2006 |
Bouazza A, Zornberg JG, McCartney JS, Nahlawi H. Significance of unsaturated behaviour of geotextiles in earthen structures Australian Geomechanics Journal. 41: 133-142. |
0.602 |
|
| 2006 |
Kakuda FM, de Souza Bueno B, Cardoso Teixeira SH, Zornberg JG. Geogrid pullout tests using small scale equipment Solos E Rochas. 29: 161-175. |
0.37 |
|
| 2005 |
Bueno BS, Costanzi MA, Zornberg JG. Conventional and accelerated creep tests on nonwoven needle-punched geotextiles Geosynthetics International. 12: 276-287. DOI: 10.1680/Gein.2005.12.6.276 |
0.422 |
|
| 2005 |
McCartney JS, Zornberg JG, Swan RH. Effect of geomembrane texturing on GCL - Geomembrane interface shear strength Geotechnical Special Publication. 3285-3295. DOI: 10.1061/40789(168)7 |
0.652 |
|
| 2005 |
Bueno BS, Benjamim CVS, Zornberg JG. Field performance of a full-scale retaining wall reinforced with nonwoven geotextiles Geotechnical Special Publication. 2617-2625. DOI: 10.1061/40787(166)1 |
0.46 |
|
| 2005 |
Zornberg JG, Costa YD, Bueno BS. Failure mechanisms in pipelines bridging a void Geosynthetics Research and Development in Progress. DOI: 10.1061/40782(161)69 |
0.38 |
|
| 2005 |
Weber CT, Zornberg JG. Leakage through liners under high hydraulic heads Geosynthetics Research and Development in Progress. DOI: 10.1061/40782(161)66 |
0.396 |
|
| 2005 |
McCartney JS, Zornberg JG, Swan RH. Effect of shear displacement rate on the internal shear strength of GCLs Geosynthetics Research and Development in Progress. DOI: 10.1061/40782(161)56 |
0.636 |
|
| 2005 |
Bueno BS, Viana PMF, Zornberg JG. A novel construction method for buried pipes using geosynthetics Geotechnical Special Publication. 4155-4161. DOI: 10.1061/40782(161)35 |
0.505 |
|
| 2005 |
Zornberg JG, Kang Y. Pullout of geosynthetic reinforcement with in-plane drainage capability Geotechnical Special Publication. 4135-4140. DOI: 10.1061/40782(161)33 |
0.527 |
|
| 2005 |
Li C, Zornberg JG. Validation of discrete framework for the design of fiber-reinforced soil Geotechnical Special Publication. 4029-4035. DOI: 10.1061/40782(161)19 |
0.626 |
|
| 2005 |
LaRocque CJ, Zornberg JG, Williammee R. Direct shear testing of tire bales for soil reinforcement applications Geotechnical Special Publication. 4021-4025. DOI: 10.1061/40782(161)17 |
0.534 |
|
| 2005 |
Kuhn JA, McCartney JS, Zornberg JG. Impinging flow over drainage layers including a geocomposite Geosynthetics Research and Development in Progress. DOI: 10.1061/40782(161)16 |
0.571 |
|
| 2005 |
Zornberg JG, McCartney JS, Swan RH. Analysis of a large database of GCL internal shear strength results Journal of Geotechnical and Geoenvironmental Engineering. 131: 367-380. DOI: 10.1061/(Asce)1090-0241(2005)131:3(367) |
0.655 |
|
| 2005 |
Zornberg JG. Geosynthetic reinforcement in landfill design: US perspectives Geotechnical Special Publication. 3135-3151. |
0.44 |
|
| 2005 |
Li C, Zornberg JG. Interface shear strength in fiber-reinforced soil Proceedings of the 16th International Conference On Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony With the Global Environment. 3: 1373-1376. |
0.43 |
|
| 2005 |
McCartney JS, Kuhn JA, Zornberg JG. Geosynthetic drainage layers in contact with unsaturated soils Proceedings of the 16th International Conference On Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony With the Global Environment. 4: 2301-2305. |
0.614 |
|
| 2005 |
Benjamim CVS, Bueno BS, Zornberg JG. Comparison between field monitoring and numerical results of a woven geotextile-reinforced soil retaining wall Proceedings of the 16th International Conference On Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony With the Global Environment. 3: 1323-1326. |
0.355 |
|
| 2004 |
Dell'Avanzi E, Zornberg JG, Cabral AR. Suction profiles and scale factors for unsaturated flow under increased gravitational field Soils and Foundations. 44: 79-89. DOI: 10.3208/Sandf.44.3_79 |
0.336 |
|
| 2004 |
Zornberg JG, Costa YD, Vollenweider B. Performance of prototype embankment built with tire shreds and nongranular soil Transportation Research Record. 70-77. DOI: 10.3141/1874-08 |
0.459 |
|
| 2004 |
McCartney JS, Zornberg JG, Swan RH, Gilbert RB. Reliability-based stability analysis considering GCL shear strength variability Geosynthetics International. 11: 212-232. DOI: 10.1680/Gein.2004.11.3.212 |
0.648 |
|
| 2004 |
Giroud JP, Zhao A, Tomlinson HM, Zornberg JG. Liquid flow equations for drainage systems composed of two layers including a geocomposite Geosynthetics International. 11: 43-58. DOI: 10.1680/Gein.2004.11.1.43 |
0.304 |
|
| 2004 |
Parent Se, Cabral A, Dell'Avanzi E, Zornberg JG. Determination of the hydraulic conductivity function of a highly compressible material based on tests with saturated samples Geotechnical Testing Journal. 27: 614-618. DOI: 10.1520/Gtj11854 |
0.386 |
|
| 2004 |
Zornberg JG, Cabral AR, Viratjandr C. Behaviour of tire shred - Sand mixtures Canadian Geotechnical Journal. 41: 227-241. DOI: 10.1139/T03-086 |
0.519 |
|
| 2004 |
Zornberg JG, Byler BR, Knudsen JW. Creep of geotextiles using time-temperature superposition methods Journal of Geotechnical and Geoenvironmental Engineering. 130: 1158-1168. DOI: 10.1061/(Asce)1090-0241(2004)130:11(1158) |
0.422 |
|
| 2004 |
McCartney J, Zornberg JG. Use of moisture profiles and lysimetry to assess evapotranspirative cover performance 5th International Phd Symposium in Civil Engineering - Proceedings of the 5th International Phd Symposium in Civil Engineering. 2: 961-969. |
0.338 |
|
| 2004 |
Costa YD, Bueno BS, Zornberg JG, Costa CL. Failure mechanisms of pipelines subjected to loss of support under deep burial conditions Proceedings of the Biennial International Pipeline Conference, Ipc. 1: 305-312. |
0.358 |
|
| 2003 |
Zornberg JG. Peak versus residual shear strength in geosynthetic-reinforced soil design Geosynthetics International. 10: 234-237. DOI: 10.1680/Gein.2003.10.6.234 |
0.513 |
|
| 2003 |
Costa YD, Cintra JC, Zornberg JG. Influence of matric suction on the results of plate load tests performed on a lateritic soil deposit Geotechnical Testing Journal. 26: 219-227. DOI: 10.1520/Gtj11326J |
0.495 |
|
| 2003 |
Zornberg JG, LaFountain L, Caldwell JA. Analysis and design of evapotranspirative cover for hazardous waste landfill Journal of Geotechnical and Geoenvironmental Engineering. 129: 427-438. DOI: 10.1061/(Asce)1090-0241(2003)129:6(427) |
0.436 |
|
| 2003 |
Zornberg JG, Arriaga F. Strain distribution within geosynthetic-reinforced slopes Journal of Geotechnical and Geoenvironmental Engineering. 129: 32-45. DOI: 10.1061/(Asce)1090-0241(2003)129:1(32) |
0.394 |
|
| 2002 |
Zornberg JG. Discrete framework for limit equilibrium analysis of fibre-reinforced soil Geotechnique. 52: 593-604. DOI: 10.1680/Geot.2002.52.8.593 |
0.484 |
|
| 2002 |
Abu-Hejleh N, Zornberg JG, Wang T, Watcharamonthein J. Monitored displacements of unique geosynthetic-reinforced soil bridge abutments Geosynthetics International. 9: 71-95. DOI: 10.1680/Gein.9.0211 |
0.434 |
|
| 2002 |
Azevedo RF, Parreira AB, Zornberg JG. Numerical analysis of a tunnel in residual soils Journal of Geotechnical and Geoenvironmental Engineering. 128: 227-236. DOI: 10.1061/(Asce)1090-0241(2002)128:3(227) |
0.478 |
|
| 2001 |
Zornberg JG, Kavazanjian E. Prediction of the performance of a geogrid-reinforced slope founded on solid waste Soils and Foundations. 41: 1-16. DOI: 10.3208/Sandf.41.6_1 |
0.669 |
|
| 2001 |
Zornberg JG, Abu-Hejleh N, Wang T. Geosynthetic - Reinforced soil bridge abutments Geotechnical Fabrics Report. 19: 52-55. |
0.337 |
|
| 2000 |
Giroud JP, Zornberg JG, Beech JF. Hydraulic design of geosynthetic and granular liquid collection layers comprising two different slopes Geosynthetics International. 7: 453-489. DOI: 10.1680/Gein.7.0180 |
0.304 |
|
| 2000 |
Abu-Hejleh N, Wang T, Zornberg JG. Performance of geosynthetic-reinforced walls supporting bridge and approaching roadway structures Geotechnical Special Publication. 218-243. DOI: 10.1061/40515(291)15 |
0.386 |
|
| 1999 |
Giroud JP, Gleason MH, Zornberg JG. Design of geomembrane anchorage against wind action Geosynthetics International. 6: 481-507. DOI: 10.1680/Gein.6.0161 |
0.309 |
|
| 1999 |
Zornberg JG, Jernigan BL, Sanglerat TR, Cooley BH. Retention of free liquids in landfills undergoing vertical expansion Journal of Geotechnical and Geoenvironmental Engineering. 125: 583-594. DOI: 10.1061/(Asce)1090-0241(1999)125:7(583) |
0.334 |
|
| 1998 |
Zornberg JG, Sitar N, Mitchell JK. Limit equilibrium as basis for design of geosynthetic reinforced slopes Journal of Geotechnical and Geoenvironmental Engineering. 124: 684-698. DOI: 10.1061/(Asce)1090-0241(1998)124:8(684) |
0.683 |
|
| 1998 |
Zornberg JG, Sitar N, Mitchell JK. Performance of geosynthetic reinforced slopes at failure Journal of Geotechnical and Geoenvironmental Engineering. 124: 670-683. DOI: 10.1061/(Asce)1090-0241(1998)124:8(670) |
0.658 |
|
| 1997 |
Zornberg JG, Mitchell JK, Sitar N. Testing of Reinforced Slopes in a Geotechnical Centrifuge Geotechnical Testing Journal. 20: 470-480. DOI: 10.1520/Gtj10413J |
0.673 |
|
| 1997 |
Zornberg JG, Sitar N, Mitchell JK. Failure of steep reinforced soil slopes Geosynthetics '97. Proc. Conference, Long Beach, 1997. Vol.1. 55-72. |
0.599 |
|
| 1994 |
Zornberg JG, Mitchell JK. Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and Functions Geosynthetics International. 1: 103-147. DOI: 10.1680/Gein.1.0006 |
0.645 |
|
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