| Year |
Citation |
Score |
| 2020 |
Shafee OE, Zeghal M, Abdoun T. Numerical Analysis of Soil Liquefaction Using Centrifuge Tests of a Level Site Subjected to Biaxial Shaking Geotechnical Special Publication. 69-78. DOI: 10.1061/9780784482810.008 |
0.492 |
|
| 2020 |
Korre E, Abdoun T, Zeghal M. Liquefaction of a sloping deposit: LEAP-2017 centrifuge tests at Rensselaer Polytechnic Institute Soil Dynamics and Earthquake Engineering. 134: 106152. DOI: 10.1016/J.Soildyn.2020.106152 |
0.541 |
|
| 2019 |
Tsigginos C, Zeghal M. A micromechanical analysis of the effects of particle shape and contact law on the low-strain stiffness of granular soils Soil Dynamics and Earthquake Engineering. 125: 105693. DOI: 10.1016/J.Soildyn.2019.05.032 |
0.458 |
|
| 2018 |
Kutter BL, Carey TJ, Zheng BL, Gavras A, Stone N, Zeghal M, Abdoun T, Korre E, Manzari M, Madabhushi GSP, Haigh S, Madabhushi SSC, Okamura M, Sjafuddin AN, Escoffier S, et al. Twenty-Four Centrifuge Tests to Quantify Sensitivity of Lateral Spreading to Dr and PGA Geotechnical Special Publication. 383-393. DOI: 10.1061/9780784481486.040 |
0.353 |
|
| 2018 |
Zeghal M, El-Shafee O, Abdoun T. Analysis of soil liquefaction using centrifuge tests of a site subjected to biaxial shaking Soil Dynamics and Earthquake Engineering. 114: 229-241. DOI: 10.1016/J.Soildyn.2018.07.021 |
0.559 |
|
| 2018 |
El-Shafee O, Abdoun T, Zeghal M. Physical modeling and analysis of site liquefaction subjected to biaxial dynamic excitations Innovative Infrastructure Solutions. 3: 2. DOI: 10.1007/S41062-017-0103-6 |
0.585 |
|
| 2017 |
Shafee OE, Abdoun T, Zeghal M. Centrifuge modelling and analysis of site liquefaction subjected to biaxial dynamic excitations Geotechnique. 67: 260-271. DOI: 10.1680/Jgeot.16.P.049 |
0.516 |
|
| 2017 |
Abdoun T, Kokkali P, Zeghal M. Physical Modeling of Soil Liquefaction: Repeatability of Centrifuge Experimentation at RPI Geotechnical Testing Journal. 41: 141-163. DOI: 10.1520/Gtj20160192 |
0.463 |
|
| 2017 |
Shafee OE, Abdoun T, Zeghal M. Centrifuge Modeling and Analysis of Soil Structure Interaction under Biaxial Dynamic Excitations Geotechnical Special Publication. 37-47. DOI: 10.1061/9780784480489.005 |
0.494 |
|
| 2017 |
Zeghal M, Goswami N, Kutter BL, Manzari MT, Abdoun T, Arduino P, Armstrong R, Beaty M, Chen YM, Ghofrani A, Haigh S, Hung WY, Iai S, Kokkali P, Lee CJ, et al. Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions Soil Dynamics and Earthquake Engineering. 113: 804-818. DOI: 10.1016/J.Soildyn.2017.10.014 |
0.415 |
|
| 2017 |
Kutter BL, Carey TJ, Hashimoto T, Zeghal M, Abdoun T, Kokkali P, Madabhushi G, Haigh SK, d'Arezzo FB, Madabhushi S, Hung WY, Lee CJ, Cheng HC, Iai S, Tobita T, et al. LEAP-GWU-2015 experiment specifications, results, and comparisons Soil Dynamics and Earthquake Engineering. 113: 616-628. DOI: 10.1016/J.Soildyn.2017.05.018 |
0.314 |
|
| 2017 |
Manzari MT, Ghoraiby ME, Kutter BL, Zeghal M, Abdoun T, Arduino P, Armstrong RJ, Beaty M, Carey T, Chen Y, Ghofrani A, Gutierrez D, Goswami N, Haigh SK, Hung WY, et al. Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase Soil Dynamics and Earthquake Engineering. 113: 714-743. DOI: 10.1016/J.Soildyn.2017.05.015 |
0.487 |
|
| 2017 |
Kokkali P, Abdoun T, Zeghal M. Physical modeling of soil liquefaction: Overview of LEAP production test 1 at Rensselaer Polytechnic Institute Soil Dynamics and Earthquake Engineering. 113: 629-649. DOI: 10.1016/J.Soildyn.2017.01.036 |
0.502 |
|
| 2017 |
Mercado V, El-Sekelly W, Zeghal M, Abdoun T. Identification of soil dynamic properties of sites subjected to bi-directional excitation Soil Dynamics and Earthquake Engineering. 92: 215-228. DOI: 10.1016/J.Soildyn.2016.09.038 |
0.803 |
|
| 2017 |
Mercado V, El-Sekelly W, Zeghal M, Abdoun T, Dobry R, Thevanayagam S. Characterization of the contractive and pore pressure behavior of saturated sand deposits under seismic loading Computers and Geotechnics. 82: 223-236. DOI: 10.1016/J.Compgeo.2016.10.015 |
0.77 |
|
| 2015 |
Zeghal M, Tsigginos C. A micromechanical analysis of the effect of fabric on low-strain stiffness of granular soils Soil Dynamics and Earthquake Engineering. 70: 153-165. DOI: 10.1016/J.Soildyn.2014.12.018 |
0.54 |
|
| 2015 |
Mercado V, El-Sekelly W, Zeghal M, Abdoun T. Identification of soil dynamic properties through an optimization analysis Computers and Geotechnics. 65: 175-186. DOI: 10.1016/J.Compgeo.2014.11.009 |
0.786 |
|
| 2015 |
Zeghal M, Tsigginos C. Effects of fabric on stiffness properties and liquefaction of granular soils Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association For Computer Methods and Recent Advances in Geomechanics, Iacmag 2014. 1581-1585. |
0.403 |
|
| 2014 |
Mercado V, Zeghal M, Abdoun T. Localization of levee weakening using surface displacements Geotechnical Special Publication. 2600-2609. DOI: 10.1061/9780784413272.251 |
0.681 |
|
| 2014 |
El-Shafee O, Spari MK, Abdoun T, Zeghal M. Analysis of the response of a centrifuge model of a level site subjected to biaxial base excitation Geotechnical Special Publication. 1081-1090. DOI: 10.1061/9780784413272.105 |
0.377 |
|
| 2014 |
Tsigginos C, Zeghal M. Effect of fabric on low-strain stiffness properties of granular soils Geotechnical Special Publication. 674-682. DOI: 10.1061/9780784413272.065 |
0.473 |
|
| 2013 |
El-Sekelly W, Mercado V, Abdoun T, Zeghal M, El-Ganainy H. Bender elements and system identification for estimation of Vs International Journal of Physical Modelling in Geotechnics. 13: 111-121. DOI: 10.1680/Ijpmg.13.00004 |
0.723 |
|
| 2013 |
Zeghal M, Abdoun T, Exton M, Mercado V, Lv X, Bennett V, Yazici B, Marr A. Development of a multiscale monitoring and health assessment framework for effective management of levee infrastructure Geotechnical Special Publication. 1612-1621. |
0.619 |
|
| 2011 |
Bennett V, Abdoun T, Zeghal M, Koelewijn A, Barendse M, Dobry R. Real-time monitoring system and advanced characterization technique for civil infrastructure health monitoring Advances in Civil Engineering. 2011. DOI: 10.1155/2011/870383 |
0.526 |
|
| 2011 |
Dessalegn T, Zeghal M, El Shamy U, Medina C. Interaction of saturated granular soils with pile foundation: A micro-mechanical study Geotechnical Special Publication. 4214-4222. DOI: 10.1061/41165(397)431 |
0.777 |
|
| 2011 |
Mercado VM, Zeghal M, Abdoun T. Advanced site monitoring and characterization of site dynamic properties Geotechnical Special Publication. 1774-1784. DOI: 10.1061/41165(397)181 |
0.697 |
|
| 2011 |
Oskay C, Zeghal M. A survey of geotechnical system identification techniques Soil Dynamics and Earthquake Engineering. 31: 568-582. DOI: 10.1016/J.Soildyn.2010.11.011 |
0.696 |
|
| 2010 |
Dobry R, Thevanayagam S, Medina C, Bethapudi R, Elgamal A, Bennett V, Abdoun T, Zeghal M, El Shamy U, Mercado VM. Mechanics of lateral spreading observed in a full-scale shake test Journal of Geotechnical and Geoenvironmental Engineering. 137: 115-129. DOI: 10.1061/(Asce)Gt.1943-5606.0000409 |
0.77 |
|
| 2010 |
El Shamy U, Zeghal M, Dobry R, Thevanayagam S, Elgamal A, Abdoun T, Medina C, Bethapudi R, Bennett V. Micromechanical aspects of liquefaction-induced lateral spreading International Journal of Geomechanics. 10: 190-201. DOI: 10.1061/(Asce)Gm.1943-5622.0000056 |
0.81 |
|
| 2009 |
Thevanayagam S, Kanagalingam T, Reinhorn A, Tharmendhira R, Dobry R, Pitman M, Abdoun T, Elgamal A, Zeghal M, Ecemis N, Shamy UE. Laminar box system for 1-g physical modeling of liquefaction and lateral spreading Geotechnical Testing Journal. 32. DOI: 10.1520/Gtj102154 |
0.349 |
|
| 2009 |
Zeghal M, Abdel-Ghaffar AM. Evaluation of the nonlinear seismic response of an earth dam: Nonparametric system identification Journal of Earthquake Engineering. 13: 384-405. DOI: 10.1080/13632460802597711 |
0.464 |
|
| 2009 |
Zeghal M, Dessalegn T, El Shamy U, Medina C. A micro-mechanical study of the interaction of saturated granular soils with pile foundation Poromechanics Iv - 4th Biot Conference On Poromechanics. 365-370. |
0.766 |
|
| 2009 |
Zeghal M, Medina C. Effective and suction stresses of unsaturated pendular-state granular soils Poromechanics Iv - 4th Biot Conference On Poromechanics. 359-364. |
0.405 |
|
| 2008 |
Medina C, Zeghal M. Dynamic response of unsaturated non-collapsible and collapsible deposits Geotechnical Special Publication. DOI: 10.1061/40975(318)14 |
0.528 |
|
| 2008 |
Zeghal M, Medina C. Effective stress of unsaturated granular soils in a pendular state Geotechnical Special Publication. 1006-1011. DOI: 10.1061/40972(311)126 |
0.408 |
|
| 2008 |
Zeghal M, El Shamy U. Liquefaction of saturated loose and cemented granular soils Powder Technology. 184: 254-265. DOI: 10.1016/J.Powtec.2007.11.032 |
0.795 |
|
| 2008 |
Medina C, Zeghal M. Stress condition of an unsaturated pendular state granular soil Unsaturated Soils: Advances in Geo-Engineering - Proceedings of the 1st European Conference On Unsaturated Soils, E-Unsat 2008. 743-746. |
0.414 |
|
| 2008 |
Zeghal M, Abdoun T, Elmekati A, Bennett V, Danisch L. Local identification of geo-system response using shape-acceleration arrays 12th International Conference On Computer Methods and Advances in Geomechanics 2008. 6: 4586-4592. |
0.451 |
|
| 2007 |
Bennett V, Zeghal M, Abdoun T, Danisch L. Wireless shape-acceleration array system for local identification of soil and soil structure systems Transportation Research Record. 60-66. DOI: 10.3141/2004-07 |
0.556 |
|
| 2007 |
Zeghal M, Abdoun T, Elmekati A, Bennett V, Danisch L. Local identification of soil and soil-structure systems using shape-acceleration arrays Geotechnical Special Publication. 64. DOI: 10.1061/40940(307)64 |
0.462 |
|
| 2007 |
El Shamy U, Zeghal M. A micro-mechanical study of soil-pile interaction during dynamic excitations Geotechnical Special Publication. 29. DOI: 10.1061/40917(236)29 |
0.784 |
|
| 2007 |
Medina CL, Zeghal M. A micro-mechanical study of the dynamic response of unsaturated level sites and sloping grounds Geotechnical Special Publication. 27. DOI: 10.1061/40917(236)27 |
0.763 |
|
| 2007 |
Shamy UE, Zeghal M. A micro-mechanical investigation of the dynamic response and liquefaction of saturated granular soils Soil Dynamics and Earthquake Engineering. 27: 712-729. DOI: 10.1016/J.Soildyn.2006.12.010 |
0.597 |
|
| 2006 |
Zeghal M, El Shamy U. A micro-mechanical study of soil liquefaction and soil-pile interaction during dynamic excitations Geotechnical Special Publication. 554-566. DOI: 10.1061/40870(216)37 |
0.789 |
|
| 2006 |
Medina C, Zeghal M. Micromechanical modeling of the interaction of a soil-rigid wheel system Earth and Space 2006 - Proceedings of the 10th Biennial International Conference On Engineering, Construction, and Operations in Challenging Environments. 2006: 28. DOI: 10.1061/40830(188)28 |
0.391 |
|
| 2006 |
Medina C, Zeghal M. Micromechanical study of the dynamic response of unsaturated granular soil deposits Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 204. DOI: 10.1061/40803(187)204 |
0.51 |
|
| 2006 |
El Shamy U, Zeghal M. Response of liquefiable granular deposits to multi-direction shaking Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 201. DOI: 10.1061/40803(187)201 |
0.681 |
|
| 2006 |
Zeghal M, Medina C. Dynamic response of unsaturated granular soil deposits: A micro-mechanical study Geotechnical Special Publication. 519-528. DOI: 10.1061/40802(189)39 |
0.532 |
|
| 2006 |
Zeghal M, Kallou PV, Oskay C, Abdoun T, Sharp MK. Identification and imaging of soil and soil-pile deformation in the presence of liquefaction Earthquake Engineering and Engineering Vibration. 5: 171-182. DOI: 10.1007/S11803-006-0610-5 |
0.766 |
|
| 2006 |
Zeghal M, El Shamy U. A micro-mechanical study of granular soil liquefaction during dynamic excitations Proceedings of the International Symposium On Geomechanics and Geotechnics of Particulate Media - Geomechanics and Geotechnics of Particulate Media. 233-236. |
0.778 |
|
| 2006 |
Zeghal M, Medina C. An analysis of the micro-mechanical response of unsaturated granular soil deposits subjected to a dynamic excitation Proceedings of the International Symposium On Geomechanics and Geotechnics of Particulate Media - Geomechanics and Geotechnics of Particulate Media. 241-245. |
0.5 |
|
| 2005 |
Abdoun T, Dobry R, Zimmie TF, Zeghal M. Centrifuge research of countermeasures to protect pile foundations against liquefaction-induced lateral spreading Journal of Earthquake Engineering. 9: 105-125. DOI: 10.1080/13632460509350581 |
0.476 |
|
| 2005 |
El Shamy U, Zeghal M. A micro-mechanical study of the Seismic response of saturated cemented deposits Journal of Earthquake Engineering. 9: 47-75. DOI: 10.1080/13632460509350579 |
0.793 |
|
| 2005 |
El Shamy U, Zeghal M. Coupled continuum-discrete model for saturated granular soils Journal of Engineering Mechanics. 131: 413-426. DOI: 10.1061/(Asce)0733-9399(2005)131:4(413) |
0.773 |
|
| 2005 |
González L, Abdoun T, Zeghal M, Kallou V, Sharp MK. Physical modeling and visualization of soil liquefaction under high confining stress Earthquake Engineering and Engineering Vibration. 4: 47-57. DOI: 10.1007/S11803-005-0023-X |
0.488 |
|
| 2005 |
El Shamy U, Zeghal M. A micro-mechanical analysis of the dynamic response of saturated granular soils Poromechanics Iii: Biot Centennial (1905-2005) - Proceedings of the 3rd Biot Conference On Poromechanics. 739-745. |
0.776 |
|
| 2005 |
Zeghal M, El Shamy U. Micro-mechanical modeling of site liquefaction and remediation through cementation Geotechnical Special Publication. 1325-1335. |
0.768 |
|
| 2004 |
Elgamal A, Lai T, Gunturi R, Zeghal M. System identification of landfill seismic response Journal of Earthquake Engineering. 8: 545-566. DOI: 10.1080/13632460409350500 |
0.417 |
|
| 2004 |
Zeghal M, El Shamy U. A continuum-discrete hydromechanical analysis of granular deposit liquefaction International Journal For Numerical and Analytical Methods in Geomechanics. 28: 1361-1383. DOI: 10.1002/Nag.390 |
0.743 |
|
| 2003 |
Zeghal M, Shamy UE, Shephard MS, Dobry R, Fish J, Abdoun T. Micromechanical Analyses of Saturated Granular Soils International Journal For Multiscale Computational Engineering. 1: 441-460. DOI: 10.1615/Intjmultcompeng.V1.I4.90 |
0.514 |
|
| 2003 |
Dobry R, Pecker A, Mavroeidis G, Zeghal M, Gohl B, Yang D. Damping/global energy balance in FE model of bridge foundation lateral response Soil Dynamics and Earthquake Engineering. 23: 483-495. DOI: 10.1016/S0267-7261(03)00050-2 |
0.451 |
|
| 2003 |
Zeghal M, Oskay C. A local identification technique for geotechnical and geophysical systems International Journal For Numerical and Analytical Methods in Geomechanics. 27: 967-987. DOI: 10.1002/Nag.302 |
0.726 |
|
| 2002 |
Zeghal M, Edil TB. Soil structure interaction analysis: Modeling the interface Canadian Geotechnical Journal. 39: 620-628. DOI: 10.1139/T02-016 |
0.351 |
|
| 2002 |
Zeghal M, El Shamy U, Dobry R, Fish J, Shephard M, Abdoun T. Micro-mechanical simulations of water flowthrough granular soils Geotechnical Special Publication. 200-203. DOI: 10.1061/40647(259)36 |
0.756 |
|
| 2002 |
Zeghal M, Oskay C. Local system identification analyses of the dynamic response of soil systems Soil Dynamics and Earthquake Engineering. 22: 985-993. DOI: 10.1016/S0267-7261(02)00123-9 |
0.769 |
|
| 2000 |
Zeghal M, Elgamal A. Site response and vertical seismic arrays Progress in Structural Engineering and Materials. 2: 92-101. DOI: 10.1002/(Sici)1528-2716(200001/03)2:1<92::Aid-Pse11>3.0.Co;2-6 |
0.501 |
|
| 1999 |
Zeghal M, Elgamal AW, Zeng X, Arulmoli K. Mechanism of liquefaction response in sand-silt dynamic centrifuge tests Soil Dynamics and Earthquake Engineering. 18: 71-85. DOI: 10.1016/S0267-7261(98)00029-3 |
0.55 |
|
| 1999 |
Elgamal AW, Parra E, Yang Z, Dobry R, Zeghal M. Liquefaction constitutive model Physics and Mechanics of Soil Liquefaction. Proceedings of the International Workshop, Baltimore, September 1998.. 269-279. |
0.406 |
|
| 1996 |
Elgamal A, Zeghal M, Taboada V, Dobry R. Analysis Of Site Liquefaction And Lateral Spreading Using Centrifuge Testing Records Soils and Foundations. 36: 111-121. DOI: 10.3208/Sandf.36.2_111 |
0.531 |
|
| 1996 |
Elgamal AW, Zeghal M, Parra E. Liquefaction of reclaimed island in Kobe, Japan Journal of Geotechnical Engineering. 122: 39-49. DOI: 10.1061/(Asce)0733-9410(1996)122:1(39) |
0.528 |
|
| 1996 |
Zeghal M, Elgamal AW, Parra E. Identification and modeling of earthquake ground response - II. Site liquefaction Soil Dynamics and Earthquake Engineering. 15: 523-547. DOI: 10.1016/S0267-7261(96)00022-X |
0.502 |
|
| 1996 |
Elgamal AW, Zeghal M, Parra E, Gunturi R, Tang HT, Stepp JC. Identification and modeling of earthquake ground response - I. Site amplification Soil Dynamics and Earthquake Engineering. 15: 499-522. DOI: 10.1016/S0267-7261(96)00021-8 |
0.444 |
|
| 1995 |
Zeghal M, Elgamal AW, Tang HT, Stepp JC. Lotung downhole array. II: Evaluation of soil nonlinear properties Journal of Geotechnical Engineering. 121: 363-378. DOI: 10.1061/(Asce)0733-9410(1995)121:4(363) |
0.567 |
|
| 1995 |
Elgamal AW, Zeghal M, Tang HT, Stepp JC. Lotung downhole array. I: Evaluation of site dynamic properties Journal of Geotechnical Engineering. 121: 350-362. DOI: 10.1061/(Asce)0733-9410(1995)121:4(350) |
0.433 |
|
| 1994 |
Zeghal M, Elgamal AW. Analysis of site liquefaction using earthquake records Journal of Geotechnical Engineering. 120: 996-1017. DOI: 10.1061/(Asce)0733-9410(1994)120:6(996) |
0.454 |
|
| 1992 |
Zeghal M, Abdel-Ghaffar AM. Analysis of behavior of earth dam using strong-motion earthquake records Journal of Geotechnical Engineering. 118: 266-277. DOI: 10.1061/(Asce)0733-9410(1992)118:2(266) |
0.393 |
|
| 1992 |
Zeghal M, Abdel-Ghaffar AM. Local-global finite element analysis of the seismic response of earth dams Computers and Structures. 42: 569-579. DOI: 10.1016/0045-7949(92)90124-I |
0.318 |
|
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