☰

Muhannad T. Suleiman, Ph.D. - Publications

Affiliations: 
2002 Iowa State University, Ames, IA, United States 
Area:
Civil Engineering
Tree Info Similar researchers PubMed Report error

57 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 Elzeiny R, Suleiman MT, Xiao S, Qamar MA, Al-Khawaja M. Laboratory-Scale Pull-Out Tests on a Geothermal Energy Pile in Dry Sand Subjected to Heating Cycles Canadian Geotechnical Journal. 1-13. DOI: 10.1139/Cgj-2019-0143  0.311
2020 Lin H, Suleiman MT, Brown DG. Investigation of pore-scale CaCO3 distributions and their effects on stiffness and permeability of sands treated by microbially induced carbonate precipitation (MICP) Soils and Foundations. 60: 944-961. DOI: 10.1016/J.Sandf.2020.07.003  0.312
2019 Xiao S, Suleiman MT, Al-Khawaja M. Investigation of effects of temperature cycles on soil-concrete interface behavior using direct shear tests Soils and Foundations. 59: 1213-1227. DOI: 10.1016/J.Sandf.2019.04.009  0.514
2018 Bibi S, Oualha M, Ashfaq MY, Suleiman MT, Zouari N. Isolation, differentiation and biodiversity of ureolytic bacteria of Qatari soil and their potential in microbially induced calcite precipitation (MICP) for soil stabilization. Rsc Advances. 8: 5854-5863. PMID 35539599 DOI: 10.1039/c7ra12758h  0.357
2018 Lin H, Suleiman MT, Jabbour HM, Brown DG. Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles Canadian Geotechnical Journal. 55: 119-130. DOI: 10.1139/Cgj-2016-0438  0.545
2018 Xiao S, Suleiman MT, Elzeiny R, Naito C, Neti S, Al-Khawaja M. Effect of Temperature and Radial Displacement Cycles on Soil–Concrete Interface Properties Using Modified Thermal Borehole Shear Test Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018036. DOI: 10.1061/(Asce)Gt.1943-5606.0001892  0.402
2018 Bibi S, Oualha M, Ashfaq MY, Suleiman MT, Zouari N. Isolation, differentiation and biodiversity of ureolytic bacteria of Qatari soil and their potential in microbially induced calcite precipitation (MICP) for soil stabilization Rsc Advances. 8: 5854-5863. DOI: 10.1039/C7Ra12758H  0.447
2017 Xiao S, Suleiman MT, Naito C, Al-Khawaja M. Modified–Thermal Borehole Shear Test Device and Testing Procedure to Investigate the Soil-Structure Interaction of Energy Piles Geotechnical Testing Journal. 40: 20160257. DOI: 10.1520/Gtj20160257  0.503
2016 Sritharan S, Cox AM, Huang J, Suleiman M, Arulmoli K. Minimum confinement reinforcement for prestressed concrete piles and a rational seismic design framework Pci Journal. 61: 51-69. DOI: 10.15554/Pcij.01012016.51.69  0.373
2016 Lin H, Suleiman MT, Jabbour HM, Brown DG, Kavazanjian E. Enhancing the axial compression response of pervious concrete ground improvement piles using biogrouting Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001515  0.555
2016 Lin H, Ni L, Suleiman MT, Raich A. Discussion of “Interaction between Laterally Loaded Pile and Surrounding Soil” by Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich Journal of Geotechnical and Geoenvironmental Engineering. 142: 7016011. DOI: 10.1061/(Asce)Gt.1943-5606.0001512  0.423
2016 Ni L, Suleiman MT, Raich A. Behavior and soil-structure interaction of pervious concrete ground-improvement piles under lateral loading Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001393  0.547
2016 Suleiman MT, Ni L, Davis C, Lin H, Xiao S. Installation Effects of Controlled Modulus Column Ground Improvement Piles on Surrounding Soil Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001384  0.519
2016 Lin H, Suleiman MT, Brown DG, Kavazanjian E. Mechanical behavior of sands treated by microbially induced carbonate precipitation Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001383  0.361
2016 Lin H, Ni L, Suleiman MT, Raich A. Closure to "interaction between laterally loaded pile and surrounding soil" By Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich Journal of Geotechnical and Geoenvironmental Engineering. 142: 07016012.  0.375
2015 Abu-Hejleh NM, Abu-Farsakh M, Suleiman MT, Tsai C. Development and use of high-quality databases of deep foundation load tests Transportation Research Record. 2511: 27-36. DOI: 10.3141/2511-04  0.401
2015 Suleiman MT, Ni L, Raich A, Helm J, Ghazanfari E. Measured soil-structure interaction for concrete piles subjected to lateral loading Canadian Geotechnical Journal. 52: 1168-1179. DOI: 10.1139/Cgj-2014-0197  0.476
2015 Xiao S, Suleiman MT. Investigation of thermo-mechanical load transfer (t-z Curves) behavior of soil-energy pile interface using modified borehole shear tests Geotechnical Special Publication. 1658-1667. DOI: 10.1061/9780784479087.150  0.386
2015 Suleiman MT, Ni L, Raich A. Closure to “Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading” by Muhannad T. Suleiman, Lusu Ni, and Anne Raich Journal of Geotechnical and Geoenvironmental Engineering. 141: 7015026. DOI: 10.1061/(Asce)Gt.1943-5606.0001322  0.323
2015 Lin H, Ni L, Suleiman MT, Raich A. Interaction between laterally loaded pile and surrounding soil Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001259  0.506
2014 AbdelSalam SS, Suleiman MT, Sritharan S. Modeling load-transfer behavior of H-piles using direct shear and penetration test results Geotechnical Testing Journal. 37. DOI: 10.1520/Gtj20130074  0.524
2014 Xiao S, Suleiman MT, McCartney JS. Shear behavior of silty soil and soil-structure interface under temperature effects Geotechnical Special Publication. 4105-4114. DOI: 10.1061/9780784413272.399  0.38
2014 Suleiman MT, Ni L, Raich A. Development of pervious concrete pile ground-improvement alternative and behavior under vertical loading Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001135  0.572
2014 Suleiman MT, Ni L, Helm JD, Raich A. Soil-pile interaction for a small diameter pile embedded in granular soil subjected to passive loading Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001081  0.512
2014 Ng KW, Roling M, AbdelSalam SS, Suleiman MT, Sritharan S. Closure to “Pile Setup in Cohesive Soil. I: Experimental Investigation” by Kam W. Ng, Matthew Roling, Sherif S. AbdelSalam, Muhannad T. Suleiman, and Sri Sritharan Journal of Geotechnical and Geoenvironmental Engineering. 140: 7013004. DOI: 10.1061/(Asce)Gt.1943-5606.0001064  0.509
2013 Xiao S, Suleiman M, Naito C, Neti S. Use of geothermal deep foundations for fridge Deicing Transportation Research Record. 56-65. DOI: 10.3141/2363-07  0.401
2013 Ng KW, Roling M, AbdelSalam SS, Suleiman MT, Sritharan S. Pile setup in cohesive soil. I: Experimental investigation Journal of Geotechnical and Geoenvironmental Engineering. 139: 199-209. DOI: 10.1061/(Asce)Gt.1943-5606.0000751  0.518
2013 Ng KW, Suleiman MT, Sritharan S. Pile setup in cohesive soil. II: Analytical quantifications and design recommendations Journal of Geotechnical and Geoenvironmental Engineering. 139: 210-222. DOI: 10.1061/(Asce)Gt.1943-  0.531
2013 Sritharan S, Voort TV, Suleiman M. Effective use of UHPC for Deep Foundation Piles Designing and Building With Uhpfrc. 279-294. DOI: 10.1002/9781118557839.ch19  0.328
2012 Yoon SU, Ghazanfari E, Cheng L, Pamukcu S, Suleiman MT. Subsurface event detection and classification using Wireless Signal Networks. Sensors (Basel, Switzerland). 12: 14862-86. PMID 23202191 DOI: 10.3390/S121114862  0.319
2012 AbdelSalam SS, Suleiman MT, Sritharan S. Enhanced load-transfer analysis for friction piles using a modified borehole shear test Geotechnical Testing Journal. 35. DOI: 10.1520/Gtj20120071  0.482
2012 Ghazanfari E, Pamukcu S, Yoon SU, Suleiman MT, Cheng L. Geotechnical sensing using electromagnetic attenuation between radio transceivers Smart Materials and Structures. 21. DOI: 10.1088/0964-1726/21/12/125017  0.366
2012 Suleiman MT, Raich A, Ni L, Kingston W, Polson TW, Helm J. Measured soil-pile interaction for small diameter piles embedded in granular soil subjected to lateral soil movement Geotechnical Special Publication. 135-144. DOI: 10.1061/9780784412121.015  0.456
2012 Suleiman MT, Gopalakrishnan K, Kevern JT. Structural Response of Pervious Concrete Pavement Systems Using Falling Weight Deflectometer Testing and Analysis Journal of Transportation Engineering. 137: 907-917. DOI: 10.1061/(Asce)Te.1943-5436.0000295  0.431
2012 Helm J, Suleiman M. Measuring soil-structure interaction on laterally loaded piles with digital image correlation Procedia Iutam. 4: 66-72. DOI: 10.1016/j.piutam.2012.05.008  0.442
2011 Roling M, Abdelsalam S, Sritharan S, Suleiman M. Load and resistance factor design calibration for bridge pile foundations Transportation Research Record. 233-241. DOI: 10.3141/2204-29  0.366
2011 Abdelsalam SS, Sritharan S, Suleiman MT. Investigation of LRFD resistance factors with consideration to soil variability along the pile length Geotechnical Special Publication. 46-55. DOI: 10.1061/41165(397)6  0.433
2011 Suleiman MT, Abdelsalam SS, Sritharan S. Improving prediction of the load-displacement response of axially loaded friction piles Geotechnical Special Publication. 36-45. DOI: 10.1061/41165(397)5  0.397
2011 Abdelsalam SS, Sritharan S, Suleiman MT. LRFD resistance factors for design of driven H-piles in layered soils Journal of Bridge Engineering. 16: 739-748. DOI: 10.1061/(Asce)Be.1943-5592.0000253  0.533
2011 Roling MJ, Sritharan S, Suleiman MT. Introduction to PILOT database and establishment of LRFD resistance factors for the construction control of driven steel H-piles Journal of Bridge Engineering. 16: 728-738. DOI: 10.1061/(Asce)Be.1943-5592.0000247  0.405
2011 Mekkawy MM, White DJ, Suleiman MT, Jahren CT. Mechanically reinforced granular shoulders on soft subgrade: Laboratory and full scale studies Geotextiles and Geomembranes. 29: 149-160. DOI: 10.1016/J.Geotexmem.2010.10.006  0.448
2010 Ng KW, Suleiman MT, Sritharan S. LRFD resistance factors including the influence of pile setup for design of steel H-pile using WEAP Geotechnical Special Publication. 2153-2162. DOI: 10.1061/41095(365)218  0.399
2010 Suleiman MT, Raich A, Polson TW, Kingston WJ, Roth M. Measured soil-pile interaction pressures for small-diameter laterally loaded pile in loose sand Geotechnical Special Publication. 1498-1506. DOI: 10.1061/41095(365)151  0.463
2010 Thompson MJ, Suleiman MT. Numerical modeling of rammed aggregate pier construction Geotechnical Special Publication. 1460-1469. DOI: 10.1061/41095(365)147  0.335
2010 Suleiman MT, Vande Voort T, Sritharan S. Behavior of driven ultrahigh-performance concrete H-piles subjected to vertical and lateral loadings Journal of Geotechnical and Geoenvironmental Engineering. 136: 1403-1413. DOI: 10.1061/(Asce)Gt.1943-5606.0000350  0.491
2010 Abdelsalam SS, Sritharan S, Suleiman MT. Current design and construction practices of bridge pile foundations with emphasis on implementation of LRFD Journal of Bridge Engineering. 15: 749-758. DOI: 10.1061/(Asce)Be.1943-5592.0000118  0.358
2009 Suleiman MT, Sritharan S. Lateral load response of a reaction column-foundation system in different temperature conditions Geotechnical Special Publication. 568-575. DOI: 10.1061/41022(336)73  0.431
2008 Kevern JT, Schaefer VR, Wang K, Suleiman MT. Pervious concrete mixture proportions for improved freeze-thaw durability Journal of Astm International. 5. DOI: 10.1520/Jai101320  0.359
2008 White DJ, Thompson MJ, Suleiman MT, Schaefer VR. Behavior of slender piles subject to free-field lateral soil movement Journal of Geotechnical and Geoenvironmental Engineering. 134: 428-436. DOI: 10.1061/(Asce)1090-0241(2008)134:4(428)  0.561
2007 White DJ, Mekkawy MM, Suleiman MT, Sritharan S. Performance of collapsible bridge approach backfill with geosynthetic drainage and reinforcement Geosynthetics International. 14: 76-88. DOI: 10.1680/Gein.2007.14.2.76  0.373
2007 Sritharan S, Suleiman MT, White DJ. Effects of seasonal freezing on bridge column-foundation-soil interaction and their implications Earthquake Spectra. 23: 199-222. DOI: 10.1193/1.2423071  0.408
2007 White DJ, Mekkawy MM, Sritharan S, Suleiman MT. "Underlying" causes for settlement of bridge approach pavement systems Journal of Performance of Constructed Facilities. 21: 273-282. DOI: 10.1061/(Asce)0887-3828(2007)21:4(273)  0.35
2006 Suleiman MT, White DJ. Load transfer in rammed aggregate piers International Journal of Geomechanics. 6: 389-398. DOI: 10.1061/(Asce)1532-3641(2006)6:6(389)  0.468
2006 Suleiman MT, Sritharan S, White DJ. Cyclic lateral load response of bridge column-foundation-soil systems in freezing conditions Journal of Structural Engineering. 132: 1745-1754. DOI: 10.1061/(Asce)0733-9445(2006)132:11(1745)  0.447
2004 White DJ, Suleiman MT. Design of short aggregate piers to support highway embankments Transportation Research Record. 103-112. DOI: 10.3141/1868-11  0.494
2004 Pham HTV, Suleiman MT, White DJ. Numerical analysis of geosynthetic-rammed aggregate pier supported embankments Geotechnical Special Publication. 657-664. DOI: 10.1061/40744(154)52  0.462
2003 Suleiman MT, Lohnes RA, Wipf TJ, Klaiber FW. Analysis of Deeply Buried Flexible Pipes Transportation Research Record. 124-134. DOI: 10.3141/1849-14  0.645
Show low-probability matches.