Year |
Citation |
Score |
2020 |
Han F, Ganju E, Prezzi M, Salgado R, Zaheer M. Axial resistance of open-ended pipe pile driven in gravelly sand GéOtechnique. 70: 138-152. DOI: 10.1680/Jgeot.18.P.117 |
0.387 |
|
2020 |
Ganju E, Han F, Prezzi M, Salgado R. Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand Journal of Geotechnical and Geoenvironmental Engineering. 146: 04020008. DOI: 10.1061/(Asce)Gt.1943-5606.0002215 |
0.429 |
|
2020 |
Ganju E, Han F, Prezzi M, Salgado R, Pereira JS. Quantification of displacement and particle crushing around a penetrometer tip Geoscience Frontiers. 11: 389-399. DOI: 10.1016/J.Gsf.2019.05.007 |
0.37 |
|
2019 |
Galvis-Castro AC, Tovar-Valencia RD, Salgado R, Prezzi M. Effect of loading direction on the shaft resistance of jacked piles in dense sand GéOtechnique. 69: 16-28. DOI: 10.1680/Jgeot.17.P.046 |
0.472 |
|
2019 |
Doreau-Malioche J, Galvis-Castro A, Tovar-Valencia R, Viggiani G, Combe G, Prezzi M, Salgado R. Characterising processes at sand-pile interface using digital image analysis and X-ray CT GéOtechnique Letters. 9: 254-262. DOI: 10.1680/Jgele.18.00232 |
0.377 |
|
2019 |
Woo SI, Salgado R, Prezzi M. Dilatancy-triggering surface for advanced constitutive modelling of sand GéOtechnique Letters. 9: 136-141. DOI: 10.1680/Jgele.17.00085 |
0.303 |
|
2019 |
Galvis-Castro AC, Tovar-Valencia RD, Salgado R, Prezzi M. Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand Journal of Geotechnical and Geoenvironmental Engineering. 145: 04019041. DOI: 10.1061/(Asce)Gt.1943-5606.0002071 |
0.461 |
|
2019 |
Han F, Salgado R, Prezzi M, Lim J. Axial Resistance of Nondisplacement Pile Groups in Sand Journal of Geotechnical and Geoenvironmental Engineering. 145: 04019027. DOI: 10.1061/(Asce)Gt.1943-5606.0002050 |
0.438 |
|
2019 |
Tovar-Valencia RD, Galvis-Castro A, Salgado R, Prezzi M. Closure to “Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand” by Ruben D. Tovar-Valencia, Ayda Galvis-Castro, Rodrigo Salgado, and Monica Prezzi Journal of Geotechnical and Geoenvironmental Engineering. 145: 07019002. DOI: 10.1061/(Asce)Gt.1943-5606.0002034 |
0.341 |
|
2019 |
Salgado R, Ganju E, Prezzi M. Site variability analysis using cone penetration test data Computers and Geotechnics. 105: 37-50. DOI: 10.1016/J.Compgeo.2018.08.001 |
0.315 |
|
2019 |
Han F, Ganju E, Salgado R, Prezzi M. Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand Acta Geotechnica. 14: 1785-1803. DOI: 10.1007/S11440-019-00863-1 |
0.532 |
|
2018 |
Tovar-Valencia RD, Galvis-Castro AC, Prezzi M, Salgado R. Short-Term Setup of Jacked Piles in a Calibration Chamber Journal of Geotechnical and Geoenvironmental Engineering. 144: 04018092. DOI: 10.1061/(Asce)Gt.1943-5606.0001984 |
0.356 |
|
2018 |
Tovar-Valencia RD, Galvis-Castro A, Salgado R, Prezzi M. Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand Journal of Geotechnical and Geoenvironmental Engineering. 144: 04017120. DOI: 10.1061/(Asce)Gt.1943-5606.0001828 |
0.435 |
|
2018 |
Tehrani FS, Arshad MI, Prezzi M, Salgado R. Physical Modeling of Cone Penetration in Layered Sand Journal of Geotechnical and Geoenvironmental Engineering. 144: 04017101. DOI: 10.1061/(Asce)Gt.1943-5606.0001809 |
0.302 |
|
2018 |
Woo SI, Salgado R. Simulation of penetration of a foundation element in Tresca soil using the generalized interpolation material point method (GIMP) Computers and Geotechnics. 94: 106-117. DOI: 10.1016/J.Compgeo.2017.08.007 |
0.395 |
|
2017 |
SALES MM, PREZZI M, SALGADO R, CHOI YS, LEE J. LOAD-SETTLEMENT BEHAVIOUR OF MODEL PILE GROUPS IN SAND UNDER VERTICAL LOAD Journal of Civil Engineering and Management. 23: 1148-1163. DOI: 10.3846/13923730.2017.1396559 |
0.496 |
|
2017 |
Passini LdB, Schnaid F, Salgado R. Experimental Study of Shaft Resistance of Model Piles in Fluidized and Nonfluidized Fine Sand Journal of Offshore Mechanics and Arctic Engineering-Transactions of the Asme. 139: 52001. DOI: 10.1115/1.4036371 |
0.398 |
|
2017 |
Sakleshpur VA, Prezzi M, Salgado R, Siddiki NZ, Choi YS. Large-scale direct shear testing of geogrid-reinforced aggregate base over weak subgrade International Journal of Pavement Engineering. 20: 649-658. DOI: 10.1080/10298436.2017.1321419 |
0.446 |
|
2017 |
Han F, Prezzi M, Salgado R, Zaheer M. Axial Resistance of Closed-Ended Steel-Pipe Piles Driven in Multilayered Soil Journal of Geotechnical and Geoenvironmental Engineering. 143: 04016102. DOI: 10.1061/(Asce)Gt.1943-5606.0001589 |
0.537 |
|
2017 |
Han F, Prezzi M, Salgado R. Energy-Based Solutions for Nondisplacement Piles Subjected to Lateral Loads International Journal of Geomechanics. 17: 04017104. DOI: 10.1061/(Asce)Gm.1943-5622.0001012 |
0.338 |
|
2017 |
Tang D, Ganju E, Rahman S, Li D, Prezzi M, Salgado R. On modelling the compressibility of unsaturated fine-grained soils Soils and Foundations. 57: 892-897. DOI: 10.1016/J.Sandf.2017.08.020 |
0.444 |
|
2017 |
Ganju E, Prezzi M, Salgado R. Algorithm for generation of stratigraphic profiles using cone penetration test data Computers and Geotechnics. 90: 73-84. DOI: 10.1016/J.Compgeo.2017.04.010 |
0.417 |
|
2017 |
Han F, Salgado R, Prezzi M, Lim J. Shaft and base resistance of non-displacement piles in sand Computers and Geotechnics. 83: 184-197. DOI: 10.1016/J.Compgeo.2016.11.006 |
0.563 |
|
2017 |
Salgado R, Zhang Y, Abou-Jaoude G, Loukidis D, Bisht V. Pile driving formulas based on pile wave equation analyses Computers and Geotechnics. 81: 307-321. DOI: 10.1016/J.Compgeo.2016.09.004 |
0.79 |
|
2017 |
Choi YS, Lee J, Prezzi M, Salgado R. Response of Pile Groups Driven in Sand Subjected to Combined Loads Geotechnical and Geological Engineering. 35: 1587-1604. DOI: 10.1007/S10706-017-0194-Z |
0.461 |
|
2016 |
Tehrani FS, Han F, Salgado R, Prezzi M, Tovar RD, Castro AG. Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand Geotechnique. 66: 386-400. DOI: 10.1680/Jgeot.15.P.007 |
0.521 |
|
2016 |
Kim H, Prezzi M, Salgado R. Calibration of Whatman Grade 42 filter paper for soil suction measurement Canadian Journal of Soil Science. 97: 93-98. DOI: 10.1139/Cjss-2016-0064 |
0.313 |
|
2016 |
Kim H, Tang D, Ganju E, Prezzi M, Salgado R. Experimental investigation of matric suction in compacted fine-grained soils International Journal of Pavement Engineering. 20: 53-60. DOI: 10.1080/10298436.2016.1258242 |
0.446 |
|
2016 |
Ganju E, Kim H, Prezzi M, Salgado R, Siddiki NZ. Quality assurance and quality control of subgrade compaction using the dynamic cone penetrometer International Journal of Pavement Engineering. 19: 966-975. DOI: 10.1080/10298436.2016.1227664 |
0.434 |
|
2016 |
Tehrani FS, Salgado R, Prezzi M. Analysis of axial loading of pile groups in multilayered elastic soil International Journal of Geomechanics. 16. DOI: 10.1061/(Asce)Gm.1943-5622.0000540 |
0.499 |
|
2016 |
Dai G, Salgado R, F. Asce, Gong W, Zhu M. The effect of sidewall roughness on the shaft resistance of rock-socketed piles Acta Geotechnica. 1-12. DOI: 10.1007/S11440-016-0470-8 |
0.475 |
|
2016 |
Tehrani F, Prezzi M, Salgado R. A multidirectional semi-analytical method for analysis of laterally loaded pile groups in multi-layered elastic strata International Journal For Numerical and Analytical Methods in Geomechanics. 40: 1730-1757. DOI: 10.1002/Nag.2511 |
0.532 |
|
2015 |
Salgado R, Loukidis D, Abou-Jaoude G, Zhang Y. The role of soil stiffness non-linearity in 1D pile driving simulations Geotechnique. 65: 169-187. DOI: 10.1680/Geot.13.P.124 |
0.793 |
|
2015 |
Choi YS, Basu D, Prezzi M, Salgado R. Study on laterally loaded piles with rectangular and circular cross sections Geomechanics and Geoengineering. 10: 139-152. DOI: 10.1080/17486025.2014.902119 |
0.658 |
|
2015 |
Kim H, Ganju E, Tang D, Prezzi M, Salgado R. Matric suction measurements of compacted subgrade soils Road Materials and Pavement Design. 16: 358-378. DOI: 10.1080/14680629.2014.1000945 |
0.442 |
|
2015 |
Loukidis D, Salgado R. Numerical investigation of gravity wall-granular soil interaction Geotechnical Special Publication. 1370-1379. DOI: 10.1061/9780784479087.123 |
0.776 |
|
2015 |
Seo H, Prezzi M, Salgado R. Elastic analysis of rock-socketed piles Geotechnical Special Publication. 973-979. DOI: 10.1061/9780784479087.088 |
0.377 |
|
2015 |
Basu P, Prezzi M, Salgado R, Chakraborty T. Closure to "Shaft resistance and setup factors for piles jacked in clay" by Prasenjit Basu, Monica Prezzi, Rodrigo Salgado, and Tanusree Chakraborty Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001273 |
0.464 |
|
2015 |
Woo SI, Salgado R. Bounding surface modeling of sand with consideration of fabric and its evolution during monotonic shearing International Journal of Solids and Structures. 63: 277-288. DOI: 10.1016/J.Ijsolstr.2015.03.005 |
0.404 |
|
2015 |
Han F, Salgado R, Prezzi M. Nonlinear analyses of laterally loaded piles - A semi-analytical approach Computers and Geotechnics. 70: 116-129. DOI: 10.1016/J.Compgeo.2015.07.009 |
0.532 |
|
2015 |
Kang F, Han S, Salgado R, Li J. System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling Computers and Geotechnics. 63: 13-25. DOI: 10.1016/J.Compgeo.2014.08.010 |
0.356 |
|
2015 |
Tehrani FS, Salgado R, Prezzi M. A semi-analytical solution for laterally loaded pile groups in multilayered soils Geotechnical Engineering For Infrastructure and Development - Proceedings of the Xvi European Conference On Soil Mechanics and Geotechnical Engineering, Ecsmge 2015. 7: 4049-4054. |
0.413 |
|
2015 |
Basu R, Salgado R. Development of resistance factors for drilled shafts in sand Geotechnical Engineering For Infrastructure and Development - Proceedings of the Xvi European Conference On Soil Mechanics and Geotechnical Engineering, Ecsmge 2015. 2: 547-552. |
0.455 |
|
2014 |
Basu P, Prezzi M, Salgado R. Recent advances in calculation of shaft resistance of drilled-displacement piles Geotechnical Special Publication. 1771-1780. DOI: 10.1061/9780784413272.174 |
0.423 |
|
2014 |
Basu P, Loukidis D, Prezzi M, Salgado R. The mechanics of friction fatigue in jacked piles installed in sand Geotechnical Special Publication. 546-557. DOI: 10.1061/9780784413265.044 |
0.799 |
|
2014 |
Basu P, Salgado R, Chakraborty T, Prezzi M. Closure to "Shaft resistance of drilled shafts in clay" by Tanusree Chakraborty, Rodrigo Salgado, Prasenjit Basu, and Moˆnica Prezzi Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001131 |
0.679 |
|
2014 |
Choi YS, Basu D, Salgado R, Prezzi M. Erratum for “Response of Laterally Loaded Rectangular and Circular Piles in Soils with Properties Varying with Depth” by Yoon Seok Choi, Dipanjan Basu, Rodrigo Salgado, and Monica Prezzi Journal of Geotechnical and Geoenvironmental Engineering. 140: 08014001. DOI: 10.1061/(Asce)Gt.1943-5606.0001096 |
0.669 |
|
2014 |
Choi YS, Basu D, Salgado R, Prezzi M. Response of laterally loaded rectangular and circular piles in soils with properties varying with depth Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001067 |
0.675 |
|
2014 |
Basu D, Salgado R. Closure to "load and resistance factor design of drilled shafts in sand" by D. Basu and Rodrigo Salgado Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001055 |
0.624 |
|
2014 |
Basu P, Prezzi M, Salgado R, Chakraborty T. Shaft resistance and setup factors for piles jacked in clay Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001018 |
0.681 |
|
2014 |
Salgado R, Kim D. Reliability Analysis of Load and Resistance Factor Design of Slopes Journal of Geotechnical and Geoenvironmental Engineering. 140: 57-73. DOI: 10.1061/(Asce)Gt.1943-5606.0000978 |
0.521 |
|
2014 |
Basu P, Prezzi M, Salgado R. Modeling of Installation and Quantification of Shaft Resistance of Drilled-Displacement Piles in Sand International Journal of Geomechanics. 14: 214-229. DOI: 10.1061/(Asce)Gm.1943-5622.0000303 |
0.58 |
|
2014 |
Salgado R, Tehrani F, Prezzi M. Analysis of laterally loaded pile groups in multilayered elastic soil Computers and Geotechnics. 62: 136-153. DOI: 10.1016/J.Compgeo.2014.07.005 |
0.506 |
|
2014 |
Balunaini U, Yoon S, Prezzi M, Salgado R. Pullout Response of Uniaxial Geogrid in Tire Shred-Sand Mixtures Geotechnical and Geological Engineering. 32: 505-523. DOI: 10.1007/S10706-014-9731-1 |
0.616 |
|
2014 |
Marshall AM, Cox CM, Salgado R, Prezzi M. Centrifuge modelling of non-displacement piles and pile groups under lateral loading in layered soils Physical Modelling in Geotechnics - Proceedings of the 8th International Conference On Physical Modelling in Geotechnics 2014, Icpmg 2014. 2: 847-852. |
0.369 |
|
2013 |
Lee J, Prezzi M, Salgado R. Influence of Axial Loads on the Lateral Capacity of Instrumented Steel Model Piles International Journal of Pavement Research and Technology. 6: 80-85. DOI: 10.6135/Ijprt.Org.Tw/2013.6(2).80 |
0.458 |
|
2013 |
Seo H, Prezzi M, Salgado R. Instrumented Static Load Test on Rock-Socketed Micropile Journal of Geotechnical and Geoenvironmental Engineering. 139: 2037-2047. DOI: 10.1061/(Asce)Gt.1943-5606.0000946 |
0.459 |
|
2013 |
Chakraborty T, Salgado R, Basu P, Prezzi M. Shaft Resistance of Drilled Shafts in Clay Journal of Geotechnical and Geoenvironmental Engineering. 139: 548-563. DOI: 10.1061/(Asce)Gt.1943-5606.0000803 |
0.635 |
|
2013 |
Chakraborty T, Salgado R, Loukidis D. A two-surface plasticity model for clay Computers and Geotechnics. 49: 170-190. DOI: 10.1016/J.Compgeo.2012.10.011 |
0.8 |
|
2012 |
Dai G, Salgado R, Gong W, Zhang Y. Load tests on full-scale bored pile groups Canadian Geotechnical Journal. 49: 1293-1308. DOI: 10.1139/T2012-087 |
0.415 |
|
2012 |
Basu D, Salgado R. Load and Resistance Factor Design of Drilled Shafts in Sand Journal of Geotechnical and Geoenvironmental Engineering. 138: 1455-1469. DOI: 10.1061/(Asce)Gt.1943-5606.0000714 |
0.676 |
|
2012 |
Kim D, Salgado R. Load and Resistance Factors for External Stability Checks of Mechanically Stabilized Earth Walls Journal of Geotechnical and Geoenvironmental Engineering. 138: 241-251. DOI: 10.1061/(Asce)Gt.1943-5606.0000595 |
0.555 |
|
2011 |
Loukidis D, Salgado R. Effect of relative density and stress level on the bearing capacity of footings on sand Geotechnique. 61: 107-119. DOI: 10.1680/Geot.8.P.150.3771 |
0.779 |
|
2011 |
Suits LD, Sheahan TC, Lee J, Prezzi M, Salgado R. Experimental Investigation of the Combined Load Response of Model Piles Driven in Sand Geotechnical Testing Journal. 34: 103269. DOI: 10.1520/Gtj103269 |
0.456 |
|
2011 |
Salgado R, Kim D, Prezzi M, Damiani Bica AV, Lee W. Closure to “Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil” by Daehyeon Kim, Adriano Virgilio Damiani Bica, Rodrigo Salgado, Monica Prezzi, and Wonje Lee Journal of Geotechnical and Geoenvironmental Engineering. 137: 986-988. DOI: 10.1061/(Asce)Gt.1943-5606.0000505 |
0.562 |
|
2011 |
Basu P, Loukidis D, Prezzi M, Salgado R. Analysis of shaft resistance of jacked piles in sands International Journal For Numerical and Analytical Methods in Geomechanics. 35: 1605-1635. DOI: 10.1002/Nag.968 |
0.77 |
|
2011 |
Salgado R, Seo H, Prezzi M. Variational elastic solution for axially loaded piles in multilayered soil International Journal For Numerical and Analytical Methods in Geomechanics. 37: 423-440. DOI: 10.1002/Nag.1110 |
0.532 |
|
2010 |
Lee W, Kim D, Salgado R, Zaheer M. Setup Of Driven Piles In Layered Soil Soils and Foundations. 50: 585-598. DOI: 10.3208/Sandf.50.585 |
0.66 |
|
2010 |
Zhang J, Salgado R. Stress-dilatancy Relation for Mohr-Coulomb Soils Following a Non-Associated Flow Rule Geotechnique. 60: 223-226. DOI: 10.1680/Geot.8.T.039 |
0.457 |
|
2010 |
Chakraborty T, Salgado R. Dilatancy and Shear Strength of Sand at Low Confining Pressures Journal of Geotechnical and Geoenvironmental Engineering. 136: 527-532. DOI: 10.1061/(Asce)Gt.1943-5606.0000237 |
0.581 |
|
2009 |
Basu D, Salgado R, Prezzi M. A continuum-based model for analysis of laterally loaded piles in layered soils GéOtechnique. 59: 127-140. DOI: 10.1680/Geot.2007.00011 |
0.683 |
|
2009 |
Carraro JAH, Prezzi M, Salgado R. Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines Journal of Geotechnical and Geoenvironmental Engineering. 135: 1167-1178. DOI: 10.1061/(Asce)1090-0241(2009)135:9(1167) |
0.455 |
|
2009 |
Kim D, Bica AV, Salgado R, Prezzi M, Lee W. Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil Journal of Geotechnical and Geoenvironmental Engineering. 135: 463-473. DOI: 10.1061/(Asce)1090-0241(2009)135:4(463) |
0.687 |
|
2009 |
Seo H, Basu D, Prezzi M, Salgado R. Load-Settlement Response of Rectangular and Circular Piles in Multilayered Soil Journal of Geotechnical and Geoenvironmental Engineering. 135: 420-430. DOI: 10.1061/(Asce)1090-0241(2009)135:3(420) |
0.683 |
|
2009 |
Foye KC, Abou-Jaoude G, Prezzi M, Salgado R. Resistance factors for use in load and resistance factor design of driven pipe piles in sands Journal of Geotechnical and Geoenvironmental Engineering. 135: 1-13. DOI: 10.1061/(Asce)1090-0241(2009)135:1(1) |
0.78 |
|
2009 |
Loukidis D, Salgado R. Bearing capacity of strip and circular footings in sand using finite elements Computers and Geotechnics. 36: 871-879. DOI: 10.1016/J.Compgeo.2009.01.012 |
0.769 |
|
2009 |
Loukidis D, Salgado R. Modeling sand response using two-surface plasticity Computers and Geotechnics. 36: 166-186. DOI: 10.1016/J.Compgeo.2008.02.009 |
0.769 |
|
2008 |
Salgado R, Houlsby GT, Cathie DN. Contributions to Géotechnique 1948-2008 : Foundation engineering Geotechnique. 58: 369-375. DOI: 10.1680/Geot.2008.58.5.369 |
0.354 |
|
2008 |
Loukidis D, Salgado R. Analysis of the shaft resistance of non-displacement piles in sand Geotechnique. 58: 283-296. DOI: 10.1680/Geot.2008.58.4.283 |
0.793 |
|
2008 |
Loukidis D, Chakraborty T, Salgado R. Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads Canadian Geotechnical Journal. 45: 768-787. DOI: 10.1139/T08-015 |
0.818 |
|
2008 |
Kim K, Prezzi M, Salgado R, Lee W. Effect of Penetration Rate on Cone Penetration Resistance in Saturated Clayey Soils Journal of Geotechnical and Geoenvironmental Engineering. 134: 1142-1153. DOI: 10.1061/(Asce)1090-0241(2008)134:8(1142) |
0.568 |
|
2008 |
Lee J, Eun J, Prezzi M, Salgado R. Strain influence diagrams for settlement estimation of both isolated and multiple footings in sand Journal of Geotechnical and Geoenvironmental Engineering. 134: 417-427. DOI: 10.1061/(Asce)1090-0241(2008)134:4(417) |
0.383 |
|
2008 |
Basu D, Prezzi M, Salgado R, Chakraborty T. Settlement analysis of piles with rectangular cross sections in multi-layered soils Computers and Geotechnics. 35: 563-575. DOI: 10.1016/J.Compgeo.2007.09.001 |
0.73 |
|
2008 |
Basu D, Salgado R. Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil International Journal For Numerical and Analytical Methods in Geomechanics. 32: 721-744. DOI: 10.1002/Nag.639 |
0.683 |
|
2007 |
Lyamin AV, Salgado R, Sloan SW, Prezzi M. Two- and three-dimensional bearing capacity of footings in sand GéOtechnique. 57: 647-662. DOI: 10.1680/Geot.2007.57.8.647 |
0.475 |
|
2007 |
Murthy TG, Loukidis D, Carraro JAH, Prezzi M, Salgado R. Undrained monotonic response of clean and silty sands Geotechnique. 57: 273-288. DOI: 10.1680/Geot.2007.57.3.273 |
0.77 |
|
2007 |
Basu D, Salgado R. Method of initial parameters for laterally loaded piles embedded in layered soils Geomechanics and Geoengineering. 2: 281-294. DOI: 10.1080/17486020701678869 |
0.658 |
|
2007 |
Basu D, Salgado R. Elastic analysis of laterally loaded pile in multi-layered soil Geomechanics and Geoengineering. 2: 183-196. DOI: 10.1080/17486020701401007 |
0.68 |
|
2007 |
Salgado R, Prezzi M. Computation of Cavity Expansion Pressure and Penetration Resistance in Sands International Journal of Geomechanics. 7: 251-265. DOI: 10.1061/(Asce)1532-3641(2007)7:4(251) |
0.39 |
|
2007 |
Kim B, Prezzi M, Salgado R. Closure to “Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments” by Bumjoo Kim, Monica Prezzi, and Rodrigo Salgado Journal of Geotechnical and Geoenvironmental Engineering. 133: 903-904. DOI: 10.1061/(Asce)1090-0241(2007)133:7(903) |
0.514 |
|
2006 |
Foye KC, Salgado R, Scott B. Resistance factors for use in shallow foundation LRFD Journal of Geotechnical and Geoenvironmental Engineering. 132: 1208-1218. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1208) |
0.818 |
|
2006 |
Foye KC, Salgado R, Scott B. Assessment of variable uncertainties for reliability-based design of foundations Journal of Geotechnical and Geoenvironmental Engineering. 132: 1197-1207. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1197) |
0.792 |
|
2006 |
Lee J, Salgado R. Closure to “Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test” by Junhwan Lee and Rodrigo Salgado Journal of Geotechnical and Geoenvironmental Engineering. 132: 1515-1518. DOI: 10.1061/(Asce)1090-0241(2006)132:11(1515) |
0.387 |
|
2005 |
Basu D, Salgado R, Prezzi M, Lee JH, Paik K. Recent advances in the design of axially-loaded piles in sandy soils Geotechnical Special Publication. 747-759. DOI: 10.1061/40778(157)13 |
0.671 |
|
2005 |
Kim B, Prezzi M, Salgado R. Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments Journal of Geotechnical and Geoenvironmental Engineering. 131: 914-924. DOI: 10.1061/(Asce)1090-0241(2005)131:7(914) |
0.554 |
|
2005 |
Lee J, Salgado R. Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test Journal of Geotechnical and Geoenvironmental Engineering. 131: 442-452. DOI: 10.1061/(Asce)1090-0241(2005)131:4(442) |
0.495 |
|
2005 |
Kim D, Salgado R, Altschaeffl AG. Effects of Supersingle Tire Loadings on Pavements Journal of Transportation Engineering-Asce. 131: 732-743. DOI: 10.1061/(Asce)0733-947X(2005)131:10(732) |
0.659 |
|
2005 |
Lee J, Salgado R, Kim S. Bearing capacity of circular footings under surcharge using state-dependent finite element analysis Computers and Geotechnics. 32: 445-457. DOI: 10.1016/J.Compgeo.2005.07.005 |
0.441 |
|
2004 |
Siddiki NZ, Kim D, Salgado R. Use Of Recycled And Waste Materials In Indiana Transportation Research Record. 1874: 78-85. DOI: 10.3141/1874-09 |
0.506 |
|
2004 |
Salgado R, Lyamin AV, Sloan SW, Yu HS. Two- and three-dimensional bearing capacity of foundations in clay Geotechnique. 54: 297-306. DOI: 10.1680/Geot.2004.54.5.297 |
0.44 |
|
2004 |
Paik K, Salgado R. Effect of Pile Installation Method on Pipe Pile Behavior in Sands Geotechnical Testing Journal. 27: 78-88. DOI: 10.1520/Gtj11268J |
0.477 |
|
2004 |
Lee J, Salgado R, Carraro JAH. Stiffness degradation and shear strength of silty sands Canadian Geotechnical Journal. 41: 831-843. DOI: 10.1139/T04-034 |
0.491 |
|
2004 |
Paik K, Salgado R. Closure to “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado Journal of Geotechnical and Geoenvironmental Engineering. 130: 658-660. DOI: 10.1061/(Asce)1090-0241(2004)130:6(658) |
0.356 |
|
2003 |
Paik KH, Salgado R. Estimation of active earth pressure against rigid retaining walls considering arching effects Geotechnique. 53: 643-653. DOI: 10.1680/Geot.2003.53.7.643 |
0.334 |
|
2003 |
Loukidis D, Bandini P, Salgado R. Stability of seismically loaded slopes using limit analysis Geotechnique. 53: 463-479. DOI: 10.1680/Geot.2003.53.5.463 |
0.794 |
|
2003 |
Lee J, Salgado R, Paik K. Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results Journal of Geotechnical and Geoenvironmental Engineering. 129: 391-403. DOI: 10.1061/(Asce)1090-0241(2003)129:6(391) |
0.486 |
|
2003 |
Paik K, Salgado R, Lee J, Kim B. Behavior of Open- and Closed-Ended Piles Driven into Sands Journal of Geotechnical and Geoenvironmental Engineering. 129: 296-306. DOI: 10.1061/(Asce)1090-0241(2003)129:4(296) |
0.707 |
|
2003 |
Scott B, Kim BJ, Salgado R. Assessment of current load factors for use in geotechnical load and resistance factor design Journal of Geotechnical and Geoenvironmental Engineering. 129: 287-295. DOI: 10.1061/(Asce)1090-0241(2003)129:4(287) |
0.43 |
|
2003 |
Carraro JAH, Bandini P, Salgado R. Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance Journal of Geotechnical and Geoenvironmental Engineering. 129: 965-976. DOI: 10.1061/(Asce)1090-0241(2003)129:11(965) |
0.735 |
|
2003 |
Paik K, Salgado R. Determination of bearing capacity of open-ended piles in sand Journal of Geotechnical and Geoenvironmental Engineering. 129: 46-57. DOI: 10.1061/(Asce)1090-0241(2003)129:1(46) |
0.511 |
|
2002 |
Lee JH, Salgado R. Estimation of footing settlement in sand International Journal of Geomechanics. 2: 1-28. DOI: 10.1061/(Asce)1532-3641(2002)2:1(1) |
0.539 |
|
2002 |
Kim J, Salgado R, Lee J. Stability Analysis of Complex Soil Slopes using Limit Analysis Journal of Geotechnical and Geoenvironmental Engineering. 128: 546-557. DOI: 10.1061/(Asce)1090-0241(2002)128:7(546) |
0.433 |
|
2001 |
Lee K, Cho J, Salgado R, Lee IM. Retaining Wall Model Test with Waste Foundry Sand Mixture Backfill Geotechnical Testing Journal. 24: 401-408. DOI: 10.1520/Gtj11137J |
0.387 |
|
2001 |
Salgado R, Randolph M. Analysis of Cavity Expansion in Sand International Journal of Geomechanics. 1: 175-192. DOI: 10.1061/(Asce)1532-3641(2001)1:2(175) |
0.407 |
|
2001 |
Salgado R, Mitchell JK, Jamiolkowski M. Calibration Chamber Size Effects on Penetration Resistance in Sand Journal of Geotechnical and Geoenvironmental Engineering. 124: 878-888. DOI: 10.1061/(Asce)1090-0241(1998)124:9(878) |
0.426 |
|
2000 |
Lee J, Salgado R. Analysis of calibration chamber plate load tests Canadian Geotechnical Journal. 37: 14-25. DOI: 10.1139/T99-061 |
0.491 |
|
2000 |
Salgado R, Bandini P, Karim A. Shear strength and stiffness of silty sand Journal of Geotechnical and Geoenvironmental Engineering. 126: 451-462. DOI: 10.1061/(Asce)1090-0241(2000)126:5(451) |
0.698 |
|
1999 |
Lee JH, Salgado R. Determination Of Pile Base Resistance In Sands Journal of Geotechnical and Geoenvironmental Engineering. 125: 673-683. DOI: 10.1061/(Asce)1090-0241(1999)125:8(673) |
0.505 |
|
1999 |
Lee JH, Salgado R, Bernal A, Lovell CW. Shredded Tires and Rubber-Sand as Lightweight Backfill Journal of Geotechnical and Geoenvironmental Engineering. 125: 132-141. DOI: 10.1061/(Asce)1090-0241(1999)125:2(132) |
0.451 |
|
1999 |
Kim J, Salgado R, Yu HS. Limit Analysis Of Soil Slopes Subjected To Pore-Water Pressures Journal of Geotechnical and Geoenvironmental Engineering. 125: 49-58. DOI: 10.1061/(Asce)1090-0241(1999)125:1(49) |
0.39 |
|
1998 |
Yu HS, Salgado R, Sloan SW, Kim JM. Limit Analysis versus Limit Equilibrium for Slope Stability Journal of Geotechnical and Geoenvironmental Engineering. 124: 1-11. DOI: 10.1061/(Asce)1090-0241(1998)124:1(1) |
0.364 |
|
1997 |
Bernal A, Salgado R, Swan RH, Lovell CW. Interaction Between Tire Shreds, Rubber-Sand and Geosynthetics Geosynthetics International. 4: 623-643. DOI: 10.1680/Gein.4.0108 |
0.339 |
|
1997 |
Salgado R, Boulanger RW, Mitchell JK. Lateral Stress Effects on CPT Liquefaction Resistance Correlations Journal of Geotechnical and Geoenvironmental Engineering. 123: 726-735. DOI: 10.1061/(Asce)1090-0241(1997)123:8(726) |
0.3 |
|
1997 |
Salgado R, Drnevich VP, Ashmawy A, Grant WP, Vallenas P. Interpretation of Large-Strain Seismic Cross-Hole Tests Journal of Geotechnical and Geoenvironmental Engineering. 123: 382-388. DOI: 10.1061/(Asce)1090-0241(1997)123:4(382) |
0.36 |
|
1997 |
Salgado R, Mitchell JK, Jamiolkowski M. Cavity Expansion and Penetration Resistance in Sand Journal of Geotechnical and Geoenvironmental Engineering. 123: 344-354. DOI: 10.1061/(Asce)1090-0241(1997)123:4(344) |
0.378 |
|
1997 |
Park T, Lee KT, Salgado R, Lovell CW, Coree BJ. Use of Pyrolyzed Carbon Black as Additive in Hot Mix Asphalt Journal of Transportation Engineering-Asce. 123: 489-494. DOI: 10.1061/(Asce)0733-947X(1997)123:6(489) |
0.326 |
|
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