| Year |
Citation |
Score |
| 2020 |
Ghaaowd I, Faisal AHMH, Rahman H, Abu-Farsakh M. Evaluation of Site Variability Effect on the Geotechnical Data and Its Application Geotechnical Testing Journal. 44. DOI: 10.1520/Gtj20200040 |
0.516 |
|
| 2020 |
Abu-Farsakh MY, Mojumder AH. Exploring Artificial Neural Network to Evaluate the Undrained Shear Strength of Soil from Cone Penetration Test Data Transportation Research Record. 2674: 11-22. DOI: 10.1177/0361198120912426 |
0.494 |
|
| 2020 |
Abu-Farsakh MY, Amirmojahedi M, Voyiadjis GZ. Development of Combined Pile-CPT Methods for Estimating the Ultimate Axial Capacity of PPC Piles Driven in Different Soil Categories in Louisiana: Transportation Research Record. 2674: 313-327. DOI: 10.1177/0361198120907325 |
0.682 |
|
| 2020 |
Rahman H, Abu-Farsakh M, Jafari NH. Generation and Evaluation of Synthetic CPT Data Using Various Spatial Interpolation Techniques Canadian Geotechnical Journal. DOI: 10.1139/Cgj-2019-0745 |
0.424 |
|
| 2020 |
Haque MN, Abu-Farsakh MY, Zhang Z. Evaluation of pile capacity from CPT and pile setup phenomenon International Journal of Geotechnical Engineering. 14: 196-205. DOI: 10.1080/19386362.2017.1413035 |
0.54 |
|
| 2020 |
Souri A, Abu-Farsakh MY, Voyiadjis GZ. Evaluating the effect of pile spacing and configuration on the lateral resistance of pile groups Marine Georesources & Geotechnology. 1-13. DOI: 10.1080/1064119X.2019.1680780 |
0.54 |
|
| 2020 |
Hanandeh S, Ardah A, Abu-Farsakh M. Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula Transportation Geotechnics. 24: 100358. DOI: 10.1016/J.Trgeo.2020.100358 |
0.397 |
|
| 2020 |
Hasan MR, Yu X, Abu-Farsakh M. Extrapolation of O-cell drilled shaft tests for load and resistance factor design (LRFD) calibration Acta Geotechnica. 1-16. DOI: 10.1007/S11440-020-01032-5 |
0.391 |
|
| 2020 |
Abu-Farsakh MY, Haque MN. Modified Time Factor to Estimate the Duration of Pile Setup Geotechnical and Geological Engineering. 1-18. DOI: 10.1007/S10706-020-01393-4 |
0.536 |
|
| 2019 |
Amirmojahedi M, Abu-Farsakh M. Evaluation of 18 Direct CPT Methods for Estimating the Ultimate Pile Capacity of Driven Piles Transportation Research Record. 2673: 127-141. DOI: 10.1177/0361198119833365 |
0.54 |
|
| 2019 |
Abu-Farsakh MY, Ardah A, Voyiadjis GZ. Numerical parametric study to evaluate the performance of a Geosynthetic Reinforced Soil–Integrated Bridge System (GRS-IBS) under service loading Transportation Geotechnics. 20: 100238. DOI: 10.1016/J.Trgeo.2019.04.001 |
0.624 |
|
| 2019 |
Haque MN, Abu-Farsakh MY. Development of analytical models to estimate the increase in pile capacity with time (pile setup) from soil properties Acta Geotechnica. 14: 881-905. DOI: 10.1007/S11440-018-0654-5 |
0.616 |
|
| 2018 |
Ardah A, Abu-Farsakh MY, Voyiadjis GZ. Numerical evaluation of the effect of differential settlement on the performance of GRS-IBS Geosynthetics International. 25: 427-441. DOI: 10.1680/Jgein.18.00026 |
0.627 |
|
| 2018 |
Haque MN, Abu-Farsakh MY, Nickel C, Tsai C, Rauser J, Zhang Z. A Load-Testing Program on Large-Diameter (66-Inch) Open-Ended and PSC-Instrumented Test Piles to Evaluate Design Parameters and Pile Setup: Transportation Research Record. 2672: 291-306. DOI: 10.1177/0361198118776781 |
0.583 |
|
| 2018 |
Abu-Farsakh M, Souri A, Voyiadjis G, Rosti F. Comparison of static lateral behavior of three pile group configurations using three-dimensional finite element modeling Canadian Geotechnical Journal. 55: 107-118. DOI: 10.1139/Cgj-2017-0077 |
0.567 |
|
| 2018 |
Mehrotra A, Abu-Farsakh M, Gaspard K. Development of subgrade Mr constitutive models based on physical soil properties Road Materials and Pavement Design. 19: 56-70. DOI: 10.1080/14680629.2016.1235506 |
0.495 |
|
| 2018 |
Haque MN, Abu-Farsakh MY. Estimation of Pile Setup and Incorporation of Resistance Factor in Load Resistance Factor Design Framework Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018077. DOI: 10.1061/(Asce)Gt.1943-5606.0001959 |
0.315 |
|
| 2018 |
Abu-Farsakh M, Ardah A, Voyiadjis G. 3D Finite element analysis of the geosynthetic reinforced soil-integrated bridge system (GRS-IBS) under different loading conditions Transportation Geotechnics. 15: 70-83. DOI: 10.1016/J.Trgeo.2018.04.002 |
0.598 |
|
| 2018 |
Abu-Farsakh MY, Haque MN, Tsai C, Zhang Z. Combination of Power Function and Log-Linear Models to Estimate Pile Setup Geotechnical and Geological Engineering. 36: 3235-3253. DOI: 10.1007/S10706-018-0534-7 |
0.5 |
|
| 2017 |
Abu-Farsakh MY, Haque MN, Tavera E, Zhang Z. Evaluation of Pile Setup from Osterberg Cell Load Tests and Its Cost–Benefit Analysis Transportation Research Record. 2656: 61-70. DOI: 10.3141/2656-07 |
0.548 |
|
| 2017 |
Saghebfar M, Abu-Farsakh MY, Ardah A, Chen Q, Fernandez BA. Full-Scale Testing of Geosynthetic-Reinforced, Soil-Integrated Bridge System Transportation Research Record: Journal of the Transportation Research Board. 2656: 40-52. DOI: 10.3141/2656-05 |
0.553 |
|
| 2017 |
Chen Q, Hanandeh S, Abu-Farsakh M, Mohammad L. Performance evaluation of full-scale geosynthetic reinforced flexible pavement Geosynthetics International. 1-11. DOI: 10.1680/Jgein.17.00031 |
0.666 |
|
| 2017 |
Abu-Farsakh MY, Haque MN, Chen Q. Experimental Study to Evaluate the Effect of Consolidation Behavior on Pile Setup Geotechnical Testing Journal. 40: 20160071. DOI: 10.1520/Gtj20160071 |
0.605 |
|
| 2017 |
Haque MN, Abu-Farsakh MY, Tsai C, Zhang Z. Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties Journal of Geotechnical and Geoenvironmental Engineering. 143: 4016109. DOI: 10.1061/(Asce)Gt.1943-5606.0001617 |
0.607 |
|
| 2017 |
Ardah A, Chen Q, Abu-Farsakh M. Evaluating the performance of very weak subgrade soils treated/stabilized with cementitious materials for sustainable pavements Transportation Geotechnics. 11: 107-119. DOI: 10.1016/J.Trgeo.2017.05.002 |
0.56 |
|
| 2017 |
Ardah A, Abu-Farsakh M, Voyiadjis G. Numerical evaluation of the performance of a Geosynthetic Reinforced Soil-Integrated Bridge System (GRS-IBS) under different loading conditions Geotextiles and Geomembranes. 45: 558-569. DOI: 10.1016/J.Geotexmem.2017.07.005 |
0.65 |
|
| 2017 |
Saghebfar M, Abu-Farsakh M, Ardah A, Chen Q, Fernandez BA. Performance monitoring of Geosynthetic Reinforced Soil Integrated Bridge System (GRS-IBS) in Louisiana Geotextiles and Geomembranes. 45: 34-47. DOI: 10.1016/J.Geotexmem.2016.11.004 |
0.467 |
|
| 2017 |
Abu-Farsakh MY, Haque MN, Tsai C. A full-scale field study for performance evaluation of axially loaded large-diameter cylinder piles with pipe piles and PSC piles Acta Geotechnica. 12: 753-772. DOI: 10.1007/S11440-016-0498-9 |
0.575 |
|
| 2016 |
Haque MN, Abu-Farsakh MY, Zhang Z, Okeil A. Developing a Model to Estimate Pile Setup for Individual Soil Layers on the Basis of Piezocone Penetration Test Data Transportation Research Record. 2579: 17-31. DOI: 10.3141/2579-03 |
0.611 |
|
| 2016 |
Abu-Farsakh MY, Pant RR, Haque MN. Correlation of Consolidation Parameters of Cohesive Soils with Piezocone Penetration Test Data Transportation Research Record. 2578: 92. DOI: 10.3141/2578-09 |
0.524 |
|
| 2016 |
Haque MN, Abu-Farsakh MY, Tsai C. Field investigation to evaluate the effects of pile installation sequence on pile setup behavior for instrumented test piles Geotechnical Testing Journal. 39: 769-785. DOI: 10.1520/Gtj20140259 |
0.528 |
|
| 2016 |
Souri A, Abu-Farsakh M, Voyiadjis G. Study of static lateral behavior of battered pile group foundation at I-10 Twin Span Bridge using three-dimensional finite element modeling Canadian Geotechnical Journal. 53: 962-973. DOI: 10.1139/Cgj-2015-0345 |
0.617 |
|
| 2016 |
Abu-Farsakh MY, Akond I, Chen Q. Evaluating the performance of geosynthetic-reinforced unpaved roads using plate load tests International Journal of Pavement Engineering. 17: 901-912. DOI: 10.1080/10298436.2015.1031131 |
0.511 |
|
| 2016 |
Abu-Farsakh M, Hanandeh S, Mohammad L, Chen Q. Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads Geotextiles and Geomembranes. 44: 845-853. DOI: 10.1016/J.Geotexmem.2016.06.009 |
0.674 |
|
| 2016 |
Chen Q, Abu-Farsakh M. Mitigating the bridge end bump problem: A case study of a new approach slab system with geosynthetic reinforced soil foundation Geotextiles and Geomembranes. 44: 39-50. DOI: 10.1016/J.Geotexmem.2015.07.001 |
0.441 |
|
| 2016 |
Rosti F, Abu-Farsakh M, Jung J. Development of Analytical Models to Estimate Pile Setup in Cohesive Soils Based on FE Numerical Analyses Geotechnical and Geological Engineering. 34: 1119-1134. DOI: 10.1007/S10706-016-0032-8 |
0.551 |
|
| 2015 |
Tang X, Abu-Farsakh M, Hanandeh S, Chen Q. Performance of Reinforced–Stabilized Unpaved Test Sections Built over Native Soft Soil under Full-Scale Moving Wheel Loads Transportation Research Record: Journal of the Transportation Research Board. 2511: 81-89. DOI: 10.3141/2511-10 |
0.534 |
|
| 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 |
0.449 |
|
| 2015 |
Abu-Farsakh MY, Mehrotra A, Mohammad L, Gaspard K. Incorporating the Effect of Moisture Variation on Resilient Modulus for Unsaturated Fine-Grained Subgrade Soils Transportation Research Record. 2510: 44-53. DOI: 10.3141/2510-06 |
0.669 |
|
| 2015 |
Abu-Farsakh M, Rosti F, Souri A. Evaluating pile installation and subsequent thixotropic and consolidation effects on setup by numerical simulation for full-scale pile load tests Canadian Geotechnical Journal. 52: 1734-1746. DOI: 10.1139/Cgj-2014-0470 |
0.598 |
|
| 2015 |
Abu-Farsakh M, Dhakal S, Chen Q. Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading Soils and Foundations. 55: 504-516. DOI: 10.1016/J.Sandf.2015.04.003 |
0.523 |
|
| 2015 |
Chen Q, Abu-Farsakh M. Ultimate bearing capacity analysis of strip footings on reinforced soil foundation Soils and Foundations. 55: 74-85. DOI: 10.1016/J.Sandf.2014.12.006 |
0.547 |
|
| 2014 |
Haque MN, Abu-Farsakh MY, Chen Q, Zhang Z. Case Study on Instrumenting and Testing Full-Scale Test Piles for Evaluating Setup Phenomenon Transportation Research Record: Journal of the Transportation Research Board. 2462: 37-47. DOI: 10.3141/2462-05 |
0.583 |
|
| 2014 |
Chen Q, Haque MN, Abu-Farsakh M, Fernandez BA. Field Investigation of Pile Setup in Mixed Soil Geotechnical Testing Journal. 37: 20120222. DOI: 10.1520/Gtj20120222 |
0.546 |
|
| 2014 |
Abu-Farsakh MY, Gu J, Voyiadjis GZ, Chen Q. Mechanistic–empirical analysis of the results of finite element analysis on flexible pavement with geogrid base reinforcement International Journal of Pavement Engineering. 15: 786-798. DOI: 10.1080/10298436.2014.893315 |
0.564 |
|
| 2013 |
Chen Q, Abu-Farsakh M, Voyiadjis GZ, Souci G. Shakedown Analysis of Geogrid-Reinforced Granular Base Material Journal of Materials in Civil Engineering. 25: 337-346. DOI: 10.1061/(Asce)Mt.1943-5533.0000601 |
0.635 |
|
| 2013 |
Abu-Farsakh M, Chen Q, Sharma R. An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand Soils and Foundations. 53: 335-348. DOI: 10.1016/J.Sandf.2013.01.001 |
0.517 |
|
| 2012 |
Abu-Farsakh MY, Yu X, Zhang Z. Calibration of Side, Tip, and Total Resistance Factors for Load and Resistance Factor Design of Drilled Shafts Transportation Research Record. 2310: 38-48. DOI: 10.3141/2310-05 |
0.442 |
|
| 2012 |
Abu-Farsakh M, Souci G, Voyiadjis GZ, Chen Q. Evaluation of Factors Affecting the Performance of Geogrid-Reinforced Granular Base Material Using Repeated Load Triaxial Tests Journal of Materials in Civil Engineering. 24: 72-83. DOI: 10.1061/(Asce)Mt.1943-5533.0000349 |
0.65 |
|
| 2012 |
Yu X, Abu-Farsakh MY, Yoon S, Tsai C, Zhang Z. Implementation of LRFD of Drilled Shafts in Louisiana Journal of Infrastructure Systems. 18: 103-112. DOI: 10.1061/(Asce)Is.1943-555X.0000084 |
0.488 |
|
| 2011 |
Abu-Farsakh MY, Pant R, Gautreau G, Chen Q, Yu X, Zhang Z. Estimating Embankment Settlement from Piezocone Penetration Test Data Transportation Research Record. 2212: 120-130. DOI: 10.3141/2212-13 |
0.535 |
|
| 2011 |
Abu-Farsakh MY, Yu X, Pathak B, Alshibli K, Zhang Z. Field Testing and Analyses of a Batter Pile Group Foundation Under Lateral Loading Transportation Research Record. 2212: 42-55. DOI: 10.3141/2212-05 |
0.505 |
|
| 2011 |
Abu-Farsakh M, Yoon S, Ha D, Marr WA, Zhang Z, Yu X. Development of a Substructure Instrumentation System at the New I-10 Twin Span Bridge and Its Use to Investigate the Lateral Behavior of Batter Piles Geotechnical Testing Journal. 34: 332-343. DOI: 10.1520/Gtj103109 |
0.459 |
|
| 2011 |
Abu-Farsakh MY, Chen Q. Evaluation of geogrid base reinforcement in flexible pavement using cyclic plate load testing International Journal of Pavement Engineering. 12: 275-288. DOI: 10.1080/10298436.2010.549565 |
0.49 |
|
| 2010 |
Abu-Farsakh MY, Yu X. Interpretation Criteria to Evaluate Resistance Factors for Axial Load Capacity of Drilled Shafts Transportation Research Record. 2202: 20-31. DOI: 10.3141/2202-03 |
0.434 |
|
| 2010 |
Chen Q, Abu-Farsakh MY. Field Rutting Performance of Various Base and Subbase Materials under Two Types of Loading Transportation Research Record: Journal of the Transportation Research Board. 2186: 90-100. DOI: 10.3141/2186-10 |
0.528 |
|
| 2010 |
Nazzal MD, Abu-Farsakh MY, Mohammad LN. Implementation of a critical state two-surface model to evaluate the response of geosynthetic reinforced pavements International Journal of Geomechanics. 10: 202-212. DOI: 10.1061/(Asce)Gm.1943-5622.0000058 |
0.766 |
|
| 2009 |
Mohammad LN, Nazzal MD, Abu-Farsakh MY, Alshibh K. Estimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results Journal of Testing and Evaluation. 37: 245-253. DOI: 10.1520/Jte101993 |
0.814 |
|
| 2009 |
Suits LD, Sheahan TC, Chen Q, Abu-Farsakh M, Tao M. Laboratory Evaluation of Geogrid Base Reinforcement and Corresponding Instrumentation Program Geotechnical Testing Journal. 32: 102277. DOI: 10.1520/Gtj102277 |
0.488 |
|
| 2009 |
Sharma R, Chen Q, Abu-Farsakh M, Yoon S. Reply to the discussions by Huang, C.C. on “Analytical modeling of geogrid reinforced soil foundation” [Geotextiles and Geomembranes 27(2), 2009, pp. 63–72] Geotextiles and Geomembranes. 27: 516-518. DOI: 10.1016/J.Geotexmem.2009.06.002 |
0.372 |
|
| 2009 |
Chen Q, Abu-Farsakh M, Sharma R. Experimental and Analytical studies of reinforced crushed limestone Geotextiles and Geomembranes. 27: 357-367. DOI: 10.1016/J.Geotexmem.2009.03.002 |
0.419 |
|
| 2009 |
Sharma R, Chen Q, Abu-Farsakh M, Yoon S. Analytical modeling of geogrid reinforced soil foundation Geotextiles and Geomembranes. 27: 63-72. DOI: 10.1016/J.Geotexmem.2008.07.002 |
0.553 |
|
| 2009 |
Yoon S, Abu-Farsakh M. Laboratory investigation on the strength characteristics of cement-sand as base material Ksce Journal of Civil Engineering. 13: 15-22. DOI: 10.1007/S12205-009-0015-X |
0.522 |
|
| 2008 |
Abu-Farsakh MY, Zhang Z, Tumay MT, Morvant M. Computerized Cone Penetration Test for Soil Classification: Development of MS-Windows Software Transportation Research Record. 2053: 47-64. DOI: 10.3141/2053-07 |
0.762 |
|
| 2008 |
Yoon S, Abu-Farsakh MY, Tsai C, Zhang Z. Calibration of Resistance Factors for Axially Loaded Concrete Piles Driven into Soft Soils Transportation Research Record: Journal of the Transportation Research Board. 2045: 39-50. DOI: 10.3141/2045-05 |
0.508 |
|
| 2008 |
Abu-Farsakh MY, Chen Q, Sharma R, Zhang X. Large-Scale Model Footing Tests on Geogrid-Reinforced Foundation and Marginal Embankment Soils Geotechnical Testing Journal. 31: 413-423. DOI: 10.1520/Gtj101465 |
0.566 |
|
| 2007 |
Nazzal MD, Abu-Farsakh MY, Alshibli K, Mohammad L. Evaluating the Light Falling Weight Deflectometer Device for In Situ Measurement of Elastic Modulus of Pavement Layers Transportation Research Record. 2016: 13-22. DOI: 10.3141/2016-02 |
0.788 |
|
| 2007 |
Abu-Farsakh MY, Gu J, Voyiadjis GZ, Tao M. Numerical Parametric Study of Strip Footing on Reinforced Embankment Soils Transportation Research Record. 2004: 132-140. DOI: 10.3141/2004-14 |
0.667 |
|
| 2007 |
Abu-Farsakh MY, Nazzal MD, Mohammad LN. Effect of reinforcement on resilient and permanent deformations of base course material Transportation Research Record. 120-131. DOI: 10.3141/2004-13 |
0.762 |
|
| 2007 |
Abu-Farsakh MY, Zhang Z, Gautreau GP. Evaluating Deformation Modulus of Cohesive Soils from Piezocone Penetration Test for Consolidation Settlement Transportation Research Record. 2004: 49-59. DOI: 10.3141/2004-06 |
0.566 |
|
| 2007 |
Chen Q, Abu-Farsakh MY, Sharma R, Zhang X. Laboratory Investigation of Behavior of Foundations on Geosynthetic-Reinforced Clayey Soil Transportation Research Record: Journal of the Transportation Research Board. 2004: 28-38. DOI: 10.3141/2004-04 |
0.549 |
|
| 2007 |
Abu-Farsakh MY, Titi HH. Probabilistic CPT method for estimating the ultimate capacity of friction piles Geotechnical Testing Journal. 30: 387-398. DOI: 10.1520/Gtj100617 |
0.437 |
|
| 2007 |
Nazzal MD, Abu-Farsakh M, Mohammad L. Laboratory Characterization of Reinforced Crushed Limestone under Monotonic and Cyclic Loading Journal of Materials in Civil Engineering. 19: 772-783. DOI: 10.1061/(Asce)0899-1561(2007)19:9(772) |
0.762 |
|
| 2007 |
Abu-Farsakh M, Coronel J, Tao M. Effect of soil moisture content and dry density on cohesive soil-geosynthetic interactions using large direct shear tests Journal of Materials in Civil Engineering. 19: 540-549. DOI: 10.1061/(Asce)0899-1561(2007)19:7(540) |
0.531 |
|
| 2007 |
Mohammad LN, Herath A, Abu-Farsakh MY, Gaspard K, Gudishala R. Prediction of resilient modulus of cohesive subgrade soils from dynamic cone penetrometer test parameters Journal of Materials in Civil Engineering. 19: 986-992. DOI: 10.1061/(Asce)0899-1561(2007)19:11(986) |
0.72 |
|
| 2006 |
Abu-Farsakh MY, Almohd I, Farrag KA. Comparison of Field and Laboratory Pullout Tests on Geosynthetics in Marginal Soils Transportation Research Record. 1975: 124-136. DOI: 10.3141/1975-16 |
0.539 |
|
| 2005 |
Abu-Farsakh MY, Nazzal MD. Reliability of Piezocone Penetration Test Methods for Estimating the Coefficient of Consolidation of Cohesive Soils Transportation Research Record. 1913: 62-76. DOI: 10.3141/1913-07 |
0.761 |
|
| 2005 |
Abu-Farsakh M, Nazzal M, Alshibli K, Seyman E. Part 2: Soil Parameters for Pavement Design and Subgrade Resilient Modulus: Application of Dynamic Cone Penetrometer in Pavement Construction Control Transportation Research Record. 1913: 52-61. DOI: 10.3141/1913-06 |
0.752 |
|
| 2005 |
Wei L, Tumay MT, Abu-Farsakh MY. Field Testing of Inclined Cone Penetration Geotechnical Testing Journal. 28: 31-41. DOI: 10.1520/Gtj12541 |
0.769 |
|
| 2005 |
Abu-Farsakh MY, Nazzal MD, Alshibli K, Seyman E. Application of Dynamic Cone Penetrometer in Pavement Construction Control Transportation Research Record. 1913: 53-61. DOI: 10.1177/0361198105191300106 |
0.753 |
|
| 2005 |
Wei L, Abu-Farsakh MY, Tumay MT. Finite-Element Analysis of Inclined Piezocone Penetration Test in Clays International Journal of Geomechanics. 5: 167-178. DOI: 10.1061/(Asce)1532-3641(2005)5:3(167) |
0.778 |
|
| 2005 |
Alshibli KA, Abu-Farsakh MY, Seyman E. Laboratory Evaluation of the Geogauge and Light Falling Weight Deflectometer as Construction Control Tools Journal of Materials in Civil Engineering. 17: 560-569. DOI: 10.1061/(Asce)0899-1561(2005)17:5(560) |
0.498 |
|
| 2004 |
Farrag K, Abu-Farsakh M, Morvant M. Stress and strain monitoring of reinforced soil test wall Transportation Research Record. 1868: 89-99. DOI: 10.3141/1868-10 |
0.438 |
|
| 2004 |
Nazzal M, Abu-Farsakh M, Alshibli K, Mohammad L. Evaluating The Potential Use Of A Portable Lfwd For Characterizing Pavement Layers And Subgrades Geotechnical Special Publication. 915-924. DOI: 10.1061/40744(154)79 |
0.785 |
|
| 2004 |
Titi HH, Mahamid M, Abu-Farsakh MY, Elias M. Evaluation Of Cpt Methods For Load And Resistance Factor Design Of Driven Piles Geotechnical Special Publication. 687-696. DOI: 10.1061/40744(154)55 |
0.411 |
|
| 2004 |
Abu-Farsakh MY, Titi HH. Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles Journal of Geotechnical and Geoenvironmental Engineering. 130: 935-944. DOI: 10.1061/(Asce)1090-0241(2004)130:9(935) |
0.471 |
|
| 2003 |
Mohammad LN, Abu-Farsakh MY, Wu Z, Abadie C. Louisiana Experience with Foamed Recycled Asphalt Pavement Base Materials Transportation Research Record. 1832: 17-24. DOI: 10.3141/1832-03 |
0.626 |
|
| 2003 |
Abu-Farsakh M, Tumay M, Voyiadjis G. Numerical Parametric Study of Piezocone Penetration Test in Clays International Journal of Geomechanics. 3: 170-181. DOI: 10.1061/(Asce)1532-3641(2003)3:2(170) |
0.81 |
|
| 2002 |
Titi HH, Abu-Farsakh MY, Morvant MJ. Implementation of Cone Penetration Test Technology in Design and Analysis of Driven Piles Transportation Research Record. 1808: 168-178. DOI: 10.3141/1808-20 |
0.493 |
|
| 1999 |
Abu-Farsakh MY, Titi HH, Tumay MT. Prediction of bearing capacity of friction piles in soft Louisiana soils by cone penetration test Transportation Research Record. 1675: 32-39. DOI: 10.3141/1675-05 |
0.784 |
|
| 1999 |
Abu-Farsakh MY, Voyiadjis GZ. Computational model for the simulation of the shield tunneling process in cohesive soils International Journal For Numerical and Analytical Methods in Geomechanics. 23: 23-44. DOI: 10.1002/(Sici)1096-9853(199901)23:1<23::Aid-Nag956>3.0.Co;2-Z |
0.64 |
|
| 1998 |
Abu-Farsakh MY, Voyiadjis GZ, Tumay MT. Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils International Journal For Numerical and Analytical Methods in Geomechanics. 22: 791-818. DOI: 10.1002/(Sici)1096-9853(1998100)22:10<791::Aid-Nag941>3.0.Co;2-6 |
0.809 |
|
| 1997 |
Voyiadjis GZ, Abu-Farsakh MY. Coupled Theory of Mixtures for Clayey Soils Computers and Geotechnics. 20: 195-222. DOI: 10.1016/S0266-352X(97)00003-7 |
0.619 |
|
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