Robert D. Holtz
Affiliations: | University of Washington, Seattle, Seattle, WA |
Area:
Civil Engineering, GeotechnologyGoogle:
"Robert Holtz"Children
Sign in to add trainee| Wei F. Lee | grad student | 2000 | University of Washington |
| Armin W. Stuedlein | grad student | 2008 | University of Washington |
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Publications
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| Holtz RD. (2017) 46th Terzaghi Lecture: Geosynthetic Reinforced Soil: From the Experimental to the Familiar Journal of Geotechnical and Geoenvironmental Engineering. 143: 3117001 |
| Stuedlein AW, Holtz RD. (2014) Displacement of Spread Footings on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 140: 36-45 |
| Holtz RD, Lee WF. (2014) Internal Stability Analyses of Geosynthetic Reinforced Retaining Walls Procedia Engineering. 91: 346-351 |
| Stuedlein AW, Holtz RD. (2013) Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 139: 49-58 |
| Stuedlein AW, Holtz RD. (2013) Discussion of the Paper: A State-of-the-Art Review of Stone/Sand-Column Reinforced Clay Systems by Shadi S. Najjar Geotechnical and Geological Engineering. 31: 1617-1619 |
| Stuedlein AW, Kramer SL, Arduino P, et al. (2012) Geotechnical characterization and random field modeling of desiccated clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1301-1313 |
| Stuedlein AW, Kramer SL, Arduino P, et al. (2012) Reliability of spread footing performance in desiccated clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1314-1325 |
| Stuedlein AW, Holtz RD. (2012) Analysis of Footing Load Tests on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1091-1103 |
| Fang Y, Chen T, Holtz RD, et al. (2004) Reduction Of Boundary Friction In Model Tests Geotechnical Testing Journal. 27: 3-12 |
| Allen TM, Bathurst RJ, Holtz RD, et al. (2004) New method for prediction of loads in steel reinforced soil walls Journal of Geotechnical and Geoenvironmental Engineering. 130: 1109-1120 |