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Magued Iskander - Publications

Affiliations: 
Civil Engineering Polytechnic University 
Area:
Civil Engineering
Website:
https://engineering.nyu.edu/faculty/magued-iskander
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64 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Li L, Iskander M. Evaluation of Dynamic Image Analysis for Characterizing Granular Soils Geotechnical Testing Journal. 43: 20190137. DOI: 10.1520/Gtj20190137  0.328
2020 Guzman IL, Iskander M, Bless S. A comparison of half and quarter space penetration into granular media Geotechnical Testing Journal. 43: 20190080. DOI: 10.1520/Gtj20190080  0.331
2020 Ads A, Iskander M, Bless S. Shear strength of a synthetic transparent soft clay using a miniature ball penetrometer test Geotechnical Testing Journal. 43: 20190020. DOI: 10.1520/Gtj20190020  0.331
2020 Ads A, Omidvar M, Bless S, Iskander M. Static and Dynamic Analysis of Torpedo Anchor Penetration and Pullout in Cohesive Soils Geotechnical Special Publication. 283-292. DOI: 10.1061/9780784482803.031  0.405
2020 Pipin G, Ads A, Iskander M. Influence of Footing Shape on the Bearing Capacity of Soft Clay Geotechnical Special Publication. 379-388. DOI: 10.1061/9780784482780.037  0.31
2020 Ads A, Iskander M, Bless S, Omidvar M. Visualizing the effect of Fin length on torpedo anchor penetration and pullout using a transparent soil Ocean Engineering. 216: 108021. DOI: 10.1016/J.Oceaneng.2020.108021  0.415
2020 Ads A, Iskander M, Bless S. Soil–projectile interaction during penetration of a transparent clay simulant Acta Geotechnica. 15: 815-826. DOI: 10.1007/S11440-020-00921-Z  0.406
2017 Suescun-Florez E, Iskander M. Effect of Fast Constant Loading Rates on the Global Behavior of Sand in Triaxial Compression Geotechnical Testing Journal. 40: 52-71. DOI: 10.1520/Gtj20150253  0.322
2017 Omidvar M, Iskander M. Soil Deformations during Finless Torpedo Installation Geotechnical Special Publication. 389-397. DOI: 10.1061/9780784480472.041  0.434
2017 Qi CG, Iskander M, Omidvar M. Soil Deformations During Casing Jacking and Extraction of Expanded-Shoe Piles, Using Model Tests Geotechnical and Geological Engineering. 35: 809-826. DOI: 10.1007/S10706-016-0145-0  0.461
2016 Chen Z, Omidvar M, Iskander M. Observations of multi-scale granular kinematics around driven piles in plane strain condition Geotechnical Testing Journal. 39: 827-841. DOI: 10.1520/Gtj20150199  0.413
2016 Omidvar M, Iskander M, Bless S. Soil-projectile interactions during low velocity penetration International Journal of Impact Engineering. 93: 211-221. DOI: 10.1016/J.Ijimpeng.2016.02.015  0.475
2016 Cave A, Roslyakov S, Iskander M, Bless S. Design and Performance of a Laboratory Pneumatic Gun for Soil Ballistic Applications Experimental Techniques. 40: 541-553. DOI: 10.1007/S40799-016-0055-3  0.422
2015 Iskander M, Bathurst RJ, Omidvar M. Past, present, and future of transparent soils Geotechnical Testing Journal. 38: 557-573. DOI: 10.1520/Gtj20150079  0.452
2015 Carvalho T, Suescun-Florez E, Omidvar M, Iskander M. A nonviscous water-based pore fluid for modeling with transparent soils Geotechnical Testing Journal. 38: 805-811. DOI: 10.1520/Gtj20140278  0.453
2015 Suescun-Florez E, Omidvar M, Iskander M, Bless S. Review of High Strain Rate Testing of Granular Soils Geotechnical Testing Journal. 38: 511-536. DOI: 10.1520/Gtj20140267  0.438
2015 Omidvar M, Malioche JD, Chen Z, Iskander M, Bless S. Visualizing kinematics of dynamic penetration in granular media using transparent soils Geotechnical Testing Journal. 38: 656-672. DOI: 10.1520/Gtj20140206  0.463
2015 Kashuk S, Mercurio SR, Iskander M. Methodology for Optical Imaging of NAPL 3D Distribution in Transparent Porous Media Geotechnical Testing Journal. 38: 603-619. DOI: 10.1520/Gtj20140153  0.366
2015 Omidvar M, Chen Z(, Iskander M. Image-Based Lagrangian Analysis of Granular Kinematics Journal of Computing in Civil Engineering. 29: 4014101. DOI: 10.1061/(Asce)Cp.1943-5487.0000433  0.313
2015 Guzman IL, Iskander M, Bless S. Observations of projectile penetration into a transparent soil Mechanics Research Communications. 70: 4-11. DOI: 10.1016/J.Mechrescom.2015.08.008  0.368
2015 Omidvar M, Malioche JD, Bless S, Iskander M. Phenomenology of rapid projectile penetration into granular soils International Journal of Impact Engineering. 85: 146-160. DOI: 10.1016/J.Ijimpeng.2015.06.002  0.369
2015 Kashuk S, Iskander M. Reconstruction of three dimensional convex zones using images at model boundaries Computers and Geosciences. 78: 96-109. DOI: 10.1016/J.Cageo.2015.02.008  0.425
2015 Suescun-Florez E, Iskander M, Bless S. A Model to Predict Strain Rate Dependency of Dry Silica Sand in Triaxial Compression Journal of Dynamic Behavior of Materials. 1: 447-461. DOI: 10.1007/S40870-015-0039-X  0.314
2015 Suescun-Florez E, Kashuk S, Iskander M, Bless S. Predicting the uniaxial compressive response of granular media over a wide range of strain rates using the strain energy density concept Journal of Dynamic Behavior of Materials. 1: 330-346. DOI: 10.1007/S40870-015-0028-0  0.305
2014 Kashuk S, Mercurio SR, Iskander M. Visualization of dyed NAPL concentration in transparent porous media using color space components. Journal of Contaminant Hydrology. 162: 1-16. PMID 24796514 DOI: 10.1016/J.Jconhyd.2014.04.001  0.368
2014 Chen Z(, Omidvar M, Iskander M, Bless S. Modelling of projectile penetration using transparent soils International Journal of Physical Modelling in Geotechnics. 14: 68-79. DOI: 10.1680/Ijpmg.14.00003  0.481
2014 Peden R, Omidvar M, Bless S, Iskander M. Photonic doppler velocimetry for study of rapid penetration into sand Geotechnical Testing Journal. 37: 20130037. DOI: 10.1520/Gtj20130037  0.435
2014 Cave A, Roslyakov S, Iskander M, Bless S. Design and Performance of a Laboratory Pneumatic Gun for Soil Ballistic Applications: Laboratory Pneumatic Gun for Soil Ballistics Experimental Techniques. DOI: 10.1111/Ext.12091  0.431
2014 Omidvar M, Iskander M, Bless S. Response of granular media to rapid penetration International Journal of Impact Engineering. 66: 60-82. DOI: 10.1016/J.Ijimpeng.2013.12.004  0.402
2014 Guzman IL, Iskander M, Suescun-Florez E, Omidvar M. A transparent aqueous-saturated sand surrogate for use in physical modeling Acta Geotechnica. 9: 187-206. DOI: 10.1007/S11440-013-0247-2  0.364
2014 Guzman IL, Iskander M, Bless S, Qi C. Terminal depth of penetration of spherical projectiles in transparent granular media Granular Matter. 16: 829-842. DOI: 10.1007/S10035-014-0528-Y  0.392
2013 Guzman IL, Iskander M. Geotechnical properties of sucrose-saturated fused quartz for use in physical modeling Geotechnical Testing Journal. 36. DOI: 10.1520/Gtj20120182  0.372
2013 Suescun-Florez E, Iskander M, Kapila V, Cain R. Geotechnical engineering in US elementary schools European Journal of Engineering Education. 38: 300-315. DOI: 10.1080/03043797.2013.800019  0.353
2013 Iskander M, Omidvar M, Elsherif O. Conjugate stress approach for rankine seismic active earth pressure in cohesionless soils Journal of Geotechnical and Geoenvironmental Engineering. 139: 1205-1210. DOI: 10.1061/(Asce)Gt.1943-5606.0000830  0.439
2013 Iskander M, Chen Z, Omidvar M, Guzman I, Elsherif O. Active static and seismic earth pressure for c–φ soils Soils and Foundations. 53: 639-652. DOI: 10.1016/J.Sandf.2013.08.003  0.443
2013 Iskander M, Chen Z(, Omidvar M, Guzman I. Rankine pseudo-static earth pressure for c–ϕ soils Mechanics Research Communications. 51: 51-55. DOI: 10.1016/J.Mechrescom.2013.04.010  0.398
2013 Iskander M. Relationship Between Temperature and Earth Pressure for a Rigidly Framed Earth Retaining Structure Geotechnical and Geological Engineering. 31: 519-539. DOI: 10.1007/S10706-012-9606-2  0.386
2012 Bozorg-Haddad A, Iskander M. Compressive creep of reinforced polymeric piling Astm Special Technical Publication. 1540: 545-561. DOI: 10.1520/Jai103668  0.338
2012 Ahmed M, Iskander M. Evaluation of tunnel face stability by transparent soil models Tunnelling and Underground Space Technology. 27: 101-110. DOI: 10.1016/J.Tust.2011.08.001  0.442
2012 Omidvar M, Iskander M, Bless S. Stress-strain behavior of sand at high strain rates International Journal of Impact Engineering. 49: 192-213. DOI: 10.1016/J.Ijimpeng.2012.03.004  0.335
2012 Bozorg-Haddad A, Iskander M, Chen Y. Compressive strength and creep of recycled HDPE used to manufacture polymeric piling Construction and Building Materials. 26: 505-515. DOI: 10.1016/J.Conbuildmat.2011.06.051  0.346
2011 Tabe K, Iskander M, Honma S. Transparent Aquabeads To Visualize Flow In Porous Material Advanced Materials Research. 2602-2605. DOI: 10.4028/Www.Scientific.Net/Amr.239-242.2602  0.405
2011 Fernández Serrano R, Iskander M, Tabe K. 3D contaminant flow imaging in transparent granular porous media Geotechnique Letters. 1: 71-78. DOI: 10.1680/Geolett.11.00027  0.431
2011 Iskander M. On the design of instrumented double-wall model piles used to investigate plugging of open-ended pipe piles Geotechnical Testing Journal. 34. DOI: 10.1520/Gtj103096  0.352
2011 Ahmed M, Iskander M. Transparent soil model tests and FE analyses on tunneling induced ground settlement Geotechnical Special Publication. 3381-3390. DOI: 10.1061/41165(397)346  0.35
2011 Bozorg-Haddad A, Iskander M. Predicting compressive creep behavior of virgin HDPE using thermal acceleration Journal of Materials in Civil Engineering. 23: 1154-1162. DOI: 10.1061/(Asce)Mt.1943-5533.0000278  0.329
2011 Ahmed M, Iskander M. Analysis of tunneling-induced ground movements using transparent soil models Journal of Geotechnical and Geoenvironmental Engineering. 137: 525-535. DOI: 10.1061/(Asce)Gt.1943-5606.0000456  0.424
2011 Bozorg-Haddad A, Iskander M. Comparison of accelerated compressive creep behavior of virgin HDPE using thermal and energy approaches Journal of Materials Engineering and Performance. 20: 1219-1229. DOI: 10.1007/S11665-010-9743-9  0.318
2010 Iskander M, Liu J. Spatial deformation measurement using transparent soil Geotechnical Testing Journal. 33. DOI: 10.1520/Gtj102745  0.581
2010 Lo HC, Tabe K, Iskander M, Yoon SH. A Transparent Water-Based Polymer for Simulating Multiphase Flow Geotechnical Testing Journal. 33: 1-13. DOI: 10.1520/Gtj102375  0.373
2010 Liu J, Iskander MG. Modelling capacity of transparent soil Canadian Geotechnical Journal. 47: 451-460. DOI: 10.1139/T09-116  0.354
2010 Bozorg-Haddad A, Iskander M, Wang HL. Compressive Creep of Virgin HDPE Using Equivalent Strain Energy Density Method Journal of Materials in Civil Engineering. 22: 1270-1281. DOI: 10.1061/(Asce)Mt.1943-5533.0000136  0.321
2010 Iskander M, Sadek S. Application of DIC for measuring deformations in transparent soils Springer Series in Geomechanics and Geoengineering. 7: 165-179.  0.343
2010 Liu J, Iskander M. Validation of measured 2D deformations Springer Series in Geomechanics and Geoengineering. 7: 181-225.  0.358
2010 Iskander M, Tabe K. Geotechnical properties of Aquabeads Springer Series in Geomechanics and Geoengineering. 7: 117-135.  0.323
2010 Iskander M. Introduction to transparent soils Springer Series in Geomechanics and Geoengineering. 7: 1-4.  0.363
2009 Liu J, Iskander M. Speckle photography for measuring 3-D deformation inside a transparent soil model Proceedings of the 17th International Conference On Soil Mechanics and Geotechnical Engineering: the Academia and Practice of Geotechnical Engineering. 1: 498-501. DOI: 10.3233/978-1-60750-031-5-498  0.361
2005 Liu J, Iskander M, Tabe K, Kosterelos K. Flow visualization using transparent synthetic soils Proceedings of the 16th International Conference On Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony With the Global Environment. 4: 2411-2414.  0.349
2004 Liu J, Iskander M. Adaptive cross correlation for imaging displacements in soils Journal of Computing in Civil Engineering. 18: 46-57. DOI: 10.1061/(Asce)0887-3801(2004)18:1(46)  0.575
2003 Iskander M, Roy D, Kelley S, Ealy C. Drilled Shaft Defects: Detection, And Effects On Capacity In Varved Clay Journal of Geotechnical and Geoenvironmental Engineering. 129: 1128-1137. DOI: 10.1061/(Asce)1090-0241(2003)129:12(1128)  0.31
2002 Iskander M, Mohamed A, Hassan M. Durability of recycled fiber-reinforced polymer piling in aggressive environments Transportation Research Record. 153-161. DOI: 10.3141/1808-18  0.374
2002 Iskander M, El-Gharbawy S, Olson R. Performance of suction caissons in sand and clay Canadian Geotechnical Journal. 39: 576-584. DOI: 10.1139/T02-030  0.592
2001 Iskander MG, Hassan M. Accelerated degradation of recycled plastic piling in aggressive soils Journal of Composites For Construction. 5: 179-187. DOI: 10.1061/(ASCE)1090-0268(2001)5:3(179)  0.306
1994 Iskander M, Lai J, Oswald C, Mannheimer R. Development of a transparent material to model the geotechnical properties of soils Geotechnical Testing Journal. 17: 425-433. DOI: 10.1520/Gtj10303J  0.473
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