Year |
Citation |
Score |
2020 |
Do J, Montoya BM, Gabr MA. Scour Mitigation and Erodibility Improvement Using Microbially Induced Carbonate Precipitation Geotechnical Testing Journal. 44. DOI: 10.1520/Gtj20190478 |
0.363 |
|
2020 |
Hosseini P, Alhomair S, Faeli Z, Pour-Ghaz M, Gabr M, Knappe D, Parker C. Degradation Model for the Tensile Strength of PVC and Rubber Gasket Materials Exposed to Benzene and PCE-Saturated Aqueous Solutions Transportation Research Record. 2674: 274-283. DOI: 10.1177/0361198120906126 |
0.328 |
|
2020 |
Jadid R, Montoya BM, Bennett V, Gabr MA. Effect of repeated rise and fall of water level on seepage-induced deformation and related stability analysis of Princeville levee Engineering Geology. 266: 105458. DOI: 10.1016/J.Enggeo.2019.105458 |
0.404 |
|
2019 |
Zamani A, Montoya BM, Gabr MA. Investigating challenges of in situ delivery of microbial-induced calcium carbonate precipitation (MICP) in fine-grain sands and silty sand Canadian Geotechnical Journal. 56: 1889-1900. DOI: 10.1139/Cgj-2018-0551 |
0.343 |
|
2019 |
Tang C, Borden RH, Gabr MA. Model applicability for prediction of residual soil apparent cohesion Transportation Geotechnics. 19: 44-53. DOI: 10.1016/J.Trgeo.2019.01.003 |
0.738 |
|
2018 |
Tang C, Borden RH, Gabr MA. A Simplified Direct Shear Testing Procedure to Evaluate Unsaturated Shear Strength Geotechnical Testing Journal. 41: 20150161. DOI: 10.1520/Gtj20150161 |
0.732 |
|
2018 |
Mousavi SH, Gabr MA, Borden RH. Correlation of dynamic cone penetrometer index to proof roller test to assess subgrade soils stabilization criterion International Journal of Geotechnical Engineering. 12: 284-292. DOI: 10.1080/19386362.2016.1272751 |
0.742 |
|
2018 |
Mousavi SH, Gabr MA, Borden RH. Resilient modulus prediction of soft low-plasticity Piedmont residual soil using dynamic cone penetrometer Journal of Rock Mechanics and Geotechnical Engineering. 10: 323-332. DOI: 10.1016/J.Jrmge.2017.10.007 |
0.755 |
|
2018 |
Aguirre DA, Kowalsky MJ, Nau JM, Gabr M, Lucier G. Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges Engineering Structures. 165: 106-119. DOI: 10.1016/J.Engstruct.2018.03.034 |
0.413 |
|
2017 |
Mousavi SH, Gabr MA, Borden RH. Optimum location of geogrid reinforcement in unpaved road Canadian Geotechnical Journal. 54: 1047-1054. DOI: 10.1139/Cgj-2016-0562 |
0.703 |
|
2017 |
Mousavi SH, Gabr MA, Borden RH. Subgrade resilient modulus prediction using light-weight deflectometer data Canadian Geotechnical Journal. 54: 304-312. DOI: 10.1139/Cgj-2016-0062 |
0.681 |
|
2017 |
Helal A, Bennett V, Gabr M, Borden RH, Abdoun T. Monitoring and Modeling of Peat Decomposition in Sacramento Delta Levees Geotechnical Special Publication. 528-538. DOI: 10.1061/9780784480458.054 |
0.627 |
|
2017 |
Tang C, Borden RH, Gabr MA. Approach for Estimating Effective Friction Angle from Cone Penetration Test in Unsaturated Residual Soils Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017087. DOI: 10.1061/(Asce)Gt.1943-5606.0001799 |
0.711 |
|
2016 |
Ardebili ZA, Gabr MA, Rahman MS. Uplift capacity of plate anchors in saturated clays: Analyses with different constitutive models International Journal of Geomechanics. 16. DOI: 10.1061/(Asce)Gm.1943-5622.0000518 |
0.451 |
|
2016 |
Butler CJ, Gabr MA, Rasdorf W, Findley DJ, Chang JC, Hammit BE. Retaining wall field condition inspection, rating analysis, and condition assessment Journal of Performance of Constructed Facilities. 30. DOI: 10.1061/(Asce)Cf.1943-5509.0000785 |
0.307 |
|
2015 |
You SK, Lee J, Gabr MA. Experimental Evaluation of Recycled Aggregate Porous Concrete Piles for Soft Ground Improvement Marine Georesources and Geotechnology. 1-9. DOI: 10.1080/1064119X.2015.1076913 |
0.397 |
|
2015 |
Ahn J, Gabr M, Oh J, Shin H. Degraded secant modulus for permanent deformation of soils International Journal of Pavement Engineering. 16: 549-558. DOI: 10.1080/10298436.2014.943208 |
0.433 |
|
2015 |
Gabr MA, Xiao J, Rahman MS. Plastic flow of sand and pullout capacity of suction caissons Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001331 |
0.334 |
|
2015 |
Khalilzad M, Gabr MA, Hynes ME. Deformation-based limit state analysis of embankment dams including geometry and water level effects International Journal of Geomechanics. 15. DOI: 10.1061/(Asce)Gm.1943-5622.0000435 |
0.796 |
|
2015 |
Khalilzad M, Gabr MA, Hynes ME. Assessment of remedial measures to reduce exceedance probability of performance limit states in embankment dams Computers and Geotechnics. 67: 213-222. DOI: 10.1016/J.Compgeo.2015.02.010 |
0.799 |
|
2014 |
Cowell T, Pyo S, Gabr MA, Borden RH, Kim KJ. Performance assessmentofgeosynthetics and cement as subgrade stabilization measures Geotechnical Testing Journal. 37. DOI: 10.1520/Gtj20120206 |
0.742 |
|
2014 |
Gabr MA, Borden RH, Denton RL, Smith AW. An insertion rate model for pile installation in sand by jetting Geotechnical Testing Journal. 37. DOI: 10.1520/Gtj20120191 |
0.728 |
|
2014 |
Aghazadeh Z, Rahman MS, Gabr MA. Evaluation of plate anchors capacity in saturated soils using different constitutive models Proceedings of the International Conference On Offshore Mechanics and Arctic Engineering - Omae. 3. DOI: 10.1115/OMAE2014-24226 |
0.355 |
|
2014 |
Khalilzad M, Gabr MA, Hynes ME. Effects of woody vegetation on seepage-induced deformation and related limit state analysis of levees International Journal of Geomechanics. 14: 302-312. DOI: 10.1061/(Asce)Gm.1943-5622.0000304 |
0.813 |
|
2014 |
Bahador M, Evans TM, Gabr MA. Numerical studies on the effect of temperature on the unsaturated hydraulic response of geotextiles Computers and Geotechnics. 59: 161-170. DOI: 10.1016/J.Compgeo.2014.03.010 |
0.717 |
|
2013 |
Kayser M, Gabr M. Assessment of scour on bridge foundations by means of in situ erosion evaluation probe Transportation Research Record. 72-78. DOI: 10.3141/2335-08 |
0.597 |
|
2013 |
Gabr M, Caruso C, Key A, Kayser M. Assessment of In Situ Scour Profile in Sand Using a Jet Probe Geotechnical Testing Journal. 36. DOI: 10.1520/Gtj20120046 |
0.529 |
|
2013 |
Bahador M, Evans TM, Gabr MA. Modeling effect of geocomposite drainage layers on moisture distribution and plastic deformation of road sections Journal of Geotechnical and Geoenvironmental Engineering. 139: 1407-1418. DOI: 10.1061/(Asce)Gt.1943-5606.0000877 |
0.736 |
|
2013 |
Cote B, Robinson B, Gabr MA, Borden RH. Performance-cost analysis of stabilized undercut subgrades Journal of Construction Engineering and Management. 139: 121-127. DOI: 10.1061/(Asce)Co.1943-7862.0000572 |
0.689 |
|
2013 |
Gabr MA, Sharmin N, Quaranta JD. Multiphase Extraction of Light Non-aqueous Phase Liquid (LNAPL) Using Prefabricated Vertical Wells Geotechnical and Geological Engineering. 31: 103-118. DOI: 10.1007/S10706-012-9567-5 |
0.696 |
|
2012 |
Sharmin N, Gabr MA. Optimized prefabricated vertical wells for light nonaqueous phase liquid recovery Canadian Geotechnical Journal. 49: 1434-1443. DOI: 10.1139/t2012-097 |
0.635 |
|
2012 |
Robinson B, Suarez V, Gabr M, Kowalsky M. Configuration optimization of drilled shafts supporting bridge structures: Three case studies Practice Periodical On Structural Design and Construction. 17: 93-101. DOI: 10.1061/(Asce)Sc.1943-5576.0000118 |
0.365 |
|
2012 |
Park YJ, Gabr MA, Robinson BR, Borden RH. Subgrade undercut criteria based on modeling of rutting and pumping response Journal of Geotechnical and Geoenvironmental Engineering. 138: 1175-1184. DOI: 10.1061/(Asce)Gt.1943-5606.0000695 |
0.727 |
|
2011 |
Khalilzad M, Gabr MA. External stability of geotubes subjected to wave loading Geotechnical Special Publication. 1044-1054. DOI: 10.1061/41183(418)114 |
0.808 |
|
2011 |
Khalilzad M, Gabr MA. Deformation-based limit states for earth embankments Geotechnical Special Publication. 3639-3648. DOI: 10.1061/41165(397)372 |
0.801 |
|
2011 |
Bahador M, Evans TM, Gabr MA. Geotextile drains in road sections subjected to unsaturated conditions Geotechnical Special Publication. 1862-1871. DOI: 10.1061/41165(397)190 |
0.668 |
|
2011 |
Robinson B, Suarez V, Gabr MA, Kowalsky M. Simplified lateral analysis of deep foundation supported bridge bents: Driven pile case studies Journal of Bridge Engineering. 16: 558-569. DOI: 10.1061/(Asce)Be.1943-5592.0000182 |
0.455 |
|
2011 |
Khalilzad M, Gabr MA. Limit states approach for coupled seepage-deformation analysis of earth embankments Association of State Dam Safety Officials Annual Conference 2011, Dam Safety 2011. 2: 1320-1331. |
0.76 |
|
2010 |
Cote BM, Robinson B, Pyo S, Park YJ, Gabr M, Borden RH. Laboratory Performance Comparison of Stabilized Undercut Subgrade Under Cyclic Loading Geotechnical Testing Journal. 33: 453-462. DOI: 10.1520/Gtj102935 |
0.729 |
|
2010 |
Kim YT, Ahn J, Han WJ, Gabr MA. Experimental evaluation of strength characteristics of stabilized dredged soil Journal of Materials in Civil Engineering. 22: 539-544. DOI: 10.1061/(Asce)Mt.1943-5533.0000052 |
0.421 |
|
2010 |
Park YJ, Gabr MA, Borden RH. Discussion of "p-y criterion for Rock Mass" by Robert Liang, Ke Yang, and Jamal Nusairat Journal of Geotechnical and Geoenvironmental Engineering. 136: 272-274. DOI: 10.1061/(Asce)Gt.1943-5606.0000171 |
0.64 |
|
2009 |
Hossain MS, Gabr MA, Asce F. The effect of shredding and test apparatus size on compressibility and strength parameters of degraded municipal solid waste Waste Management. 29: 2417-2424. PMID 19395251 DOI: 10.1016/J.Wasman.2009.03.024 |
0.366 |
|
2009 |
Ahn J, Cote BM, Robinson B, Gabr MA, Borden RH. Inverse Analysis of Plate Load Tests to Assess Subgrade Resilient Modulus Transportation Research Record. 2101: 110-117. DOI: 10.3141/2101-13 |
0.712 |
|
2009 |
Vidot-Vega AL, Possiel B, Robinson B, Kowalsky MJ, Gabr MA. Evaluation of rotational stiffness of elastomeric bearing pad-anchor bolt connections on deep foundation bents Journal of Bridge Engineering. 14: 487-495. DOI: 10.1061/(Asce)Be.1943-5592.0000010 |
0.385 |
|
2008 |
Sharmin N, Kunberger T, Gabr MA, Quaranta JD, Bowders JJ. Performance modeling and optimization of contaminant extraction using prefabricated vertical wells (PVWs) Geosynthetics International. 15: 205-215. DOI: 10.1680/Gein.2008.15.3.205 |
0.691 |
|
2007 |
Cho KH, Gabr MA, Clark S, Borden RH. Field P-y curves in weathered rock Canadian Geotechnical Journal. 44: 753-764. DOI: 10.1139/T07-026 |
0.757 |
|
2007 |
Gabr MA, Borden RH, Smith AW, Denton RL. Laboratory characterization of jetting-induced disturbance zones Geotechnical Special Publication. DOI: 10.1061/40916(235)15 |
0.701 |
|
2007 |
Park YJ, Gabr MA, Borden RH, Kim KJ, Kreider CA. Limit equilibrium and deformation analyses of a geogrid-reinforced embankment Geotechnical Special Publication. 17. DOI: 10.1061/40909(228)17 |
0.694 |
|
2007 |
Gabr MA, Hossain MS, Barlaz MA. Shear strength parameters of municipal solid waste with leachate recirculation Journal of Geotechnical and Geoenvironmental Engineering. 133: 478-484. DOI: 10.1061/(Asce)1090-0241(2007)133:4(478) |
0.374 |
|
2006 |
Leng J, Gabr MA. Deformation-resistance model for geogrid-reinforced unpaved road Transportation Research Record. 146-154. DOI: 10.3141/1975-18 |
0.633 |
|
2006 |
Harris JM, Shafer AL, Degroff W, Hater GR, Gabr M, Barlaz MA. Shear Strength of Degraded Reconsitituted Municipal Solid Waste Geotechnical Testing Journal. 29: 141-148. DOI: 10.1520/Gtj14089 |
0.379 |
|
2006 |
Warren KA, Gabr MA, Quaranta JD. Field study to investigate WIDE technology for TCE extraction Journal of Geotechnical and Geoenvironmental Engineering. 132: 1111-1120. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1111) |
0.655 |
|
2005 |
Leng J, Gabr MA. Numerical analysis of stress-deformation response in reinforced unpaved road sections Geosynthetics International. 12: 111-119. DOI: 10.1680/Gein.2005.12.2.111 |
0.614 |
|
2005 |
Warren KA, Gabr MA. Liquid extraction using prefabricated vertical wells (PVWs) under vacuum in clay Geotechnical Testing Journal. 28: 328-335. DOI: 10.1520/Gtj12113 |
0.691 |
|
2003 |
Hossain MS, Gabr MA, Barlaz MA. Relationship of compressibility parameters to municipal solid waste decomposition Journal of Geotechnical and Geoenvironmental Engineering. 129: 1151-1158. DOI: 10.1061/(Asce)1090-0241(2003)129:12(1151) |
0.322 |
|
2002 |
Barlaz MA, Rooker AP, Kjeldsen P, Gabr MA, Bordent RC. Critical evaluation of factors required to terminate the postclosure monitoring period at solid waste landfills. Environmental Science & Technology. 36: 3457-64. PMID 12214635 DOI: 10.1021/Es011245U |
0.303 |
|
2002 |
Leng J, Gabr MA. Characteristics of Geogrid-Reinforced Aggregate Under Cyclic Load Transportation Research Record. 1786: 29-35. DOI: 10.3141/1786-04 |
0.655 |
|
2002 |
Han J, Gabr MA. Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil Journal of Geotechnical and Geoenvironmental Engineering. 128: 44-53. DOI: 10.1061/(Asce)1090-0241(2002)128:1(44) |
0.475 |
|
2001 |
Cho KH, Clark SC, Keaney BD, Gabr MA, Borden RH. Laterally loaded drilled shafts embedded in soft rock Transportation Research Record. 3-11. DOI: 10.3141/1772-01 |
0.752 |
|
2001 |
Gates K, Aragona K, Sabodish M, Gabr MA. Adsorption and desorption capacity of trichloroethylene on glacial till with high-percent fines Transportation Research Record. 141-148. DOI: 10.3141/1755-15 |
0.75 |
|
2001 |
Gabr MA, Coonse J, Lambe PC. A Potential Model for Compaction Evaluation of Piedmont Soils Using Dynamic Cone Penetrometer (DCP) Geotechnical Testing Journal. 24: 308-313. DOI: 10.1520/Gtj11349J |
0.428 |
|
2001 |
Ellithy G, Gabr MA. A model for interface shear strength of nonwoven geotextile Geosynthetics Conference 2001. 121-133. |
0.329 |
|
2000 |
Gabr MA, Bowders JJ. Controlled low-strength material using fly ash and AMD sludge. Journal of Hazardous Materials. 76: 251-63. PMID 10936537 DOI: 10.1016/S0304-3894(00)00202-8 |
0.356 |
|
2000 |
Gabr MA, Hart JH. Elastic Modulus of Geogrid-Reinforced Sand Using Plate Load Tests Geotechnical Testing Journal. 23: 245-250. DOI: 10.1520/Gtj11049J |
0.376 |
|
2000 |
Quaranta JD, Sabodish MS, Gates KA, Gabr MA. Enhanced subsurface flushing of mixed waste: A field study Proceedings of Sessions of Geo-Denver 2000 - Environmental Geotechnics, Gsp 105. 293: 132-141. DOI: 10.1061/40519(293)10 |
0.766 |
|
2000 |
Quaranta JD, Gabr MA. Prefabricated vertical drains flow resistance under vacuum conditions Journal of Geotechnical and Geoenvironmental Engineering. 126: 81-84. DOI: 10.1061/(Asce)1090-0241(2000)126:1(81) |
0.311 |
|
2000 |
Gabr MA, Hopkins K, Coonse J, Hearne T. DCP criteria for performance evaluation of pavement layers Journal of Performance of Constructed Facilities. 14: 141-148. DOI: 10.1061/(Asce)0887-3828(2000)14:4(141) |
0.381 |
|
1999 |
Gabr MA, Sabodish M, Williamson A, Bowders JJ. BTEX Extraction from clay soil using prefabricated vertical drains Journal of Geotechnical and Geoenvironmental Engineering. 125: 615-618. DOI: 10.1061/(Asce)1090-0241(1999)125:7(615) |
0.312 |
|
1998 |
Gabr MA, Chen J, Thomas R. Soil clogging during surfactant-enhanced flushing of naphthalene-contaminated sand-kaolinite Canadian Geotechnical Journal. 35: 976-985. DOI: 10.1139/T98-054 |
0.426 |
|
1998 |
Gabr MA, Akram MH, Zayed AM. Field versus laboratory filtration performance of a nonwoven geotextile with fly ash Geotextiles and Geomembranes. 16: 247-255. DOI: 10.1016/S0266-1144(98)00009-0 |
0.319 |
|
1997 |
Quaranta JD, Gabr MA, Szabo D, Bowders JJ. Characteristics and performance of prefabricated vertical drains for enhanced soil flushing Transportation Research Record. 93-100. DOI: 10.3141/1596-14 |
0.445 |
|
1997 |
Akram MH, Gabr MA. Filtration of Fly Ash Using Nonwoven Geotextiles: Effect of Sample Preparation Technique and Testing Method Geotechnical Testing Journal. 20: 263-271. DOI: 10.1520/Gtj19970001 |
0.38 |
|
1997 |
Gabr MA, Wang JJ, Zhao M. Buckling of piles with general power distribution of lateral subgrade reaction Journal of Geotechnical Engineering. 123: 123-130. DOI: 10.1061/(Asce)1090-0241(1997)123:2(123) |
0.366 |
|
1997 |
Ohrt AP, Gabr MA. Physical observations from shallow-buried explosive experiments in geogrid-reinforced earth Geosynthetics '97. Proc. Conference, Long Beach, 1997. Vol.1. 39-53. |
0.323 |
|
1997 |
Quaranta JD, Gabr MA, Cook EE, Szabo D. Developments in prefabricated vertical drain enhanced soil flushing Proceedings of the International Offshore and Polar Engineering Conference. 1: 703-706. |
0.35 |
|
1996 |
Gabr MA, Bowders JJ, Wang J, Quaranta J. In situ soil flushing using prefabricated vertical drains Canadian Geotechnical Journal. 33: 97-105. DOI: 10.1139/T96-026 |
0.435 |
|
1996 |
Gabr MA, Wang J, Bowders JJ. Model for efficiency of soil flushing using PVD-enhanced system Journal of Geotechnical Engineering. 122: 914-919. DOI: 10.1061/(Asce)0733-9410(1996)122:11(914) |
0.359 |
|
1996 |
Gabr MA, Wolff TF, Brizendine AL, Taylor HM. Underseepage Analysis of Levees on Two-layer and Three-layer Foundation Computers and Geotechnics. 18: 85-107. DOI: 10.1016/0266-352X(95)00024-5 |
0.321 |
|
1995 |
Gabr M, Valero S. Geotechnical Properties of Municipal Solid Waste Geotechnical Testing Journal. 18: 241-251. DOI: 10.1520/Gtj10324J |
0.39 |
|
1995 |
Gabr MA, Akram M, Taylor HM. Effect of simulated roots on the permeability of silty soil Geotechnical Testing Journal. 18: 112-115. DOI: 10.1520/Gtj10127J |
0.373 |
|
1995 |
Gabr MA, Bowders JJ, Wokasien S. Prefabricated Vertical Drains (PVD) for enhanced soil flushing Geotechnical Special Publication. 1250-1264. |
0.322 |
|
1995 |
Gabr MA, Gray CA, Taylor HM. Nuclear gage tests on soils containing various sized aggregates Geotechnical Special Publication. 35-47. |
0.306 |
|
1995 |
Gabr MA, Bowders JJ, Shoblom KJ. Flushing of polyaromatic hydrocarbons from soil using SDS surfactant Geotechnical Special Publication. 1321-1334. |
0.34 |
|
1994 |
Gabr MA, Lunne T, Powel JJ. P-y analysis of laterally loaded piles in clay using DMT Journal of Geotechnical Engineering. 120: 816-837. DOI: 10.1061/(Asce)0733-9410(1994)120:5(816) |
0.412 |
|
1994 |
Gabr MA, Wang J, Kiger SA. Effect of boundary conditions on buckling of friction piles Journal of Engineering Mechanics. 120: 1392-1400. DOI: 10.1061/(Asce)0733-9399(1994)120:6(1392) |
0.368 |
|
1994 |
Gabr MA, Hunter TJ. Stress-strain analysis of geogrid-supported liners over subsurface cavities Geotechnical and Geological Engineering. 12: 65-86. DOI: 10.1007/Bf00429767 |
0.336 |
|
1994 |
Gabr MA, Borden RH. Data acquisition system and computer control of calibration chamber tests on sand Transportation Research Record. 18-25. |
0.666 |
|
1991 |
Kulatilake PHSW, Lacasse S, Gabr M. Probabilistic equivalent linear soil spring stiffness analysis for gravity platforms: Illustrative example Computers and Geotechnics. 12: 29-54. DOI: 10.1016/0266-352X(91)90010-D |
0.455 |
|
1990 |
Gabr MA, Borden RH. Lateral analysis of piers constructed on slopes Journal of Geotechnical Engineering. 116: 1831-1850. DOI: 10.1016/0148-9062(91)90959-P |
0.735 |
|
1989 |
Gabr MA, Borden RH. Lateral response of piers in sloping soil profiles Proceedings of the International Conference On Soil Mechanics and Foundation Engineering. 2: 1197-1200. |
0.708 |
|
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