| Year |
Citation |
Score |
| 2020 |
McGuire M, Sloan J, Filz G. Effectiveness of geosynthetic reinforcement for load transfer in column-supported embankments Geosynthetics International. 27: 200-218. DOI: 10.1680/Jgein.19.00012 |
0.614 |
|
| 2019 |
Filz GM, Sloan JA, McGuire MP, Smith M, Collin J. Settlement and Vertical Load Transfer in Column-Supported Embankments Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019083. DOI: 10.1061/(Asce)Gt.1943-5606.0002130 |
0.613 |
|
| 2017 |
Kokkali P, Tessari A, Abdoun T, Varuso R, Johnson J, Filz G, Reeb A. Settlement-induced bending moments on pile-founded floodwalls International Journal of Physical Modelling in Geotechnics. 18: 1-19. DOI: 10.1680/Jphmg.16.00019 |
0.469 |
|
| 2017 |
McGuire MP, Filz GM. Bench-Scale Test Apparatus for Modeling Column-Supported Embankments Geotechnical Testing Journal. 40: 20160010. DOI: 10.1520/Gtj20160010 |
0.481 |
|
| 2015 |
Reeb A, Filz G, Johnson J, Varuso R, Kokkali P, Tessari A, Abdoun T. Validation of a numerical model to analyze pile-supported T-Walls Geotechnical Special Publication. 192-201. DOI: 10.1061/9780784479087.020 |
0.442 |
|
| 2014 |
Kost AD, Filz GM, Cousins T, Brown MC. Full-scale investigation of differential settlements beneath a geosynthetic-reinforced soil bridge abutment Transportation Research Record. 2462: 28-36. DOI: 10.3141/2462-04 |
0.428 |
|
| 2013 |
Sloan JA, Filz GM, Collin JG. Field-scale column-supported embankment test facility Geotechnical Testing Journal. 36. DOI: 10.1520/Gtj20120229 |
0.432 |
|
| 2010 |
Kosoglu LM, Bickmore BR, Filz GM, Madden AS. Atomic force microscopy method for measuring smectite coefficients of friction. Clays and Clay Minerals. 58: 813-820. DOI: 10.1346/Ccmn.2010.0580609 |
0.318 |
|
| 2008 |
Gómez JE, Filz GM, Ebeling RM, Dove JE. Sand-to-Concrete Interface Response to Complex Load Paths in a Large Displacement Shear Box Geotechnical Testing Journal. 31: 358-369. DOI: 10.1520/Gtj100220 |
0.685 |
|
| 2007 |
Rafalko SD, Filz GM, Brandon TL, Mitchell JK. Rapid chemical stabilization of soft clay soils Transportation Research Record. 39-46. DOI: 10.3141/2026-05 |
0.339 |
|
| 2005 |
Kim M, Moler M, Freeman M, Filz GM, Plaut RH. Stacked geomembrane tubes for flood control: experiments and analysis Geosynthetics International. 12: 253-259. DOI: 10.1680/Gein.2005.12.5.253 |
0.378 |
|
| 2004 |
Stewart ME, Navin MP, Filz GM. Analysis of a Column-Supported Test Embankment at the I-95/Route 1 Interchange Geotechnical Special Publication. 1337-1346. DOI: 10.1061/40744(154)123 |
0.463 |
|
| 2004 |
Filz GM, Adams T, Davidson RR. Stability of Long Trenches in Sand Supported by Bentonite-Water Slurry Journal of Geotechnical and Geoenvironmental Engineering. 130: 915-921. DOI: 10.1061/(Asce)1090-0241(2004)130:9(915) |
0.544 |
|
| 2004 |
Britton JP, Filz GM, Herring WE. Measuring the hydraulic conductivity of soil-bentonite backfill Journal of Geotechnical and Geoenvironmental Engineering. 130: 1250-1258. DOI: 10.1061/(Asce)1090-0241(2004)130:12(1250) |
0.64 |
|
| 2004 |
Kim M, Freeman M, FitzPatrick BT, Nevius DB, Plaut RH, Filz GM. Use Of An Apron To Stabilize Geomembrane Tubes For Fighting Floods Geotextiles and Geomembranes. 22: 239-254. DOI: 10.1016/J.Geotexmem.2004.03.004 |
0.473 |
|
| 2003 |
Pando M, Filz G, Ealy C, Hoppe E. Axial And Lateral Load Performance Of Two Composite Piles And One Prestressed Concrete Pile Transportation Research Record. 1849: 61-70. DOI: 10.3141/1849-08 |
0.457 |
|
| 2003 |
Fam A, Pando M, Filz G, Rizkalla S. Precast piles for Route 40 bridge in Virginia using concrete filled FRP tubes Pci Journal. 48: 32-45. DOI: 10.15554/Pcij.05012003.32.45 |
0.434 |
|
| 2003 |
Marques ACM, Filz GM, Vilar OM. Composite Compressibility Model for Municipal Solid Waste Journal of Geotechnical and Geoenvironmental Engineering. 129: 372-378. DOI: 10.1061/(Asce)1090-0241(2003)129:4(372) |
0.363 |
|
| 2003 |
Wissmann KJ, Filz GM, Mosher RL, Martin JR. Sheet Pile Tensions In Cellular Structures Journal of Geotechnical and Geoenvironmental Engineering. 129: 224-233. DOI: 10.1061/(Asce)1090-0241(2003)129:3(224) |
0.401 |
|
| 2003 |
Gómez JE, Filz GM, Ebeling RM. Extended hyperbolic model for sand-to-concrete interfaces Journal of Geotechnical and Geoenvironmental Engineering. 129: 993-1000. DOI: 10.1061/(Asce)1090-0241(2003)129:11(993) |
0.658 |
|
| 2001 |
Filz GM, Henry LB, Heslin GM, Davidson RR. Determining Hydraulic Conductivity Of Soil-Bentonite Using The Api Filter Press Geotechnical Testing Journal. 24: 61-71. DOI: 10.1520/Gtj11282J |
0.427 |
|
| 2001 |
Esterhuizen JJB, Filz GM, Duncan JM. Constitutive Behavior of Geosynthetic Interfaces Journal of Geotechnical and Geoenvironmental Engineering. 127: 834-840. DOI: 10.1061/(Asce)1090-0241(2001)127:10(834) |
0.414 |
|
| 1997 |
Filz GM, Duncan JM, Ebeling RM. Vertical Shear Loads on Nonmoving Walls. II: Applications Journal of Geotechnical and Geoenvironmental Engineering. 123: 863-873. DOI: 10.1061/(Asce)1090-0241(1997)123:9(863) |
0.47 |
|
| 1997 |
Filz GM, Duncan JM. Vertical shear loads on nonmoving walls. I: Theory Journal of Geotechnical and Geoenvironmental Engineering. 123: 856-862. DOI: 10.1061/(Asce)1090-0241(1997)123:9(856) |
0.423 |
|
| 1996 |
Filz GM, Duncan JM. Earth Pressures Due To Compaction: Comparison Of Theory With Laboratory And Field Behavior Transportation Research Record. 1526: 28-37. DOI: 10.3141/1526-05 |
0.308 |
|
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