52 results on '"Filz, George M."'
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2. Negative Effect of Tannic Acid on the Strength of Cement-Stabilized Soil
3. Constant Curing Temperature Effect on the Strength of Cement-Treated Soil
4. Influence of Organic Matter on Strength Development of Cement-Water Slurry
5. Failure Heights and Failure Modes of Eight Column-Supported Embankments via 3D Numerical Analyses
6. Lateral Thrust Distribution of Column-Supported Embankments for Limiting Cases of Lateral Spreading
7. Lateral Thrust Distribution in Column-Supported Embankments: A Parametric Study via 3D Simulations
8. 3D Numerical Limiting Case Analyses of Lateral Spreading in a Column-Supported Embankment
9. Settlement and Vertical Load Transfer in Column-Supported Embankments
10. A tiered, system-of-systems modeling framework for resolving complex socio-environmental policy issues
11. Fiber Reinforcement for Rapid Stabilization of Soft Clay Soils
12. Numerical Predictions of Deformations in Geosynthetic-Reinforced Column-Supported Embankments: Validation of Manual Dissipation of Excess Pore Pressure Approach for Undrained and Drained Analyses
13. Numerical Methods to Model Excavation of Soil Adjacent to Retaining Structures
14. Extended Load/Unload/Reload Hyperbolic Model for Interfaces: Parameter Values and Model Performance for the Contact Between Concrete and Coarse Sand
15. Development of an Improved Numerical Model for Concrete-to-Soil Interfaces in Soil-Structure Interaction Analyses. Report 1 Preliminary Study
16. Bench-Scale Test Apparatus for Modeling Column-Supported Embankments
17. Deep Mixing Grows Up: The Evolution of Deep-Mixing Technology in the U.S. Market over the Last Decade
18. Sustainability Comparison of a Geosynthetic-Reinforced Soil Abutment and a Traditionally-Founded Abutment: A Case History
19. Deformation and Stability Analyses of a Pile Supported T-Wall with Deep Mixed Shear Panels in Plaquemines Parish, Louisianna
20. Full-Scale Investigation of Differential Settlements beneath a GRS Bridge Abutment: An Overview
21. Full-Scale Investigation of Differential Settlements beneath a Geosynthetic-Reinforced Soil Bridge Abutment
22. Load Distribution on Geosynthetic Reinforcement in Column-Supported Embankments
23. Ground Improvement in the 21st Century: A Comprehensive Web-Based Information System
24. Stability analyses for levees on deep-mixed shear walls
25. Atomic Force Microscopy Method for Measuring Smectite Coefficients of Friction
26. Optimization of Deep Mixed Shear Walls for Stabilization of a Pile-Supported Flood Wall on Level Ground
27. Load-Displacement Compatibility Analysis of a Low-Height Column-Supported Embankment
28. Stability Analyses of a Levee on Deep-Mixed Columns, Plaquemines Parish, Louisiana
29. Sand-to-Concrete Interface Response to Complex Load Paths in a Large Displacement Shear Box
30. Deformation Predictions of Ground Adjacent to Soil-Bentonite Cutoff Walls Using the Finite Element Method
31. Rapid Chemical Stabilization of Soft Clay Soils
32. Fiber Reinforcement for Rapid Stabilization of Soft Clay Soils
33. Closure to “Measuring the Hydraulic Conductivity of Soil–Bentonite Backfill” by Jeremy P. Britton, George M. Filz, and Wayne E. Herring
34. Closure to “Stability of Long Trenches in Sand Supported by Bentonite-Water Slurry” by George M. Filz, Tiffany Adams, and Richard R. Davidson
35. Influence of Clay Compressibility on Geosynthetic Loads in Bridging Layers for Column-Supported Embankments
36. The Effect of Variability in Hydraulic Conductivity on Contaminant Transport through Soil–Bentonite Cutoff Walls
37. Measuring the Hydraulic Conductivity of Soil–Bentonite Backfill
38. Stability of Long Trenches in Sand Supported by Bentonite-Water Slurry
39. Use of an apron to stabilize geomembrane tubes for fighting floods
40. Performance of a Laterally Loaded Composite Pile at the Nottoway River Bridge
41. Extended Hyperbolic Model for Sand-to-Concrete Interfaces
42. Closure to “Constitutive Behavior of Geosynthetic Interfaces” by Jacob J. B. Esterhuizen, George M. Filz, and J. Michael Duncan
43. Composite Compressibility Model for Municipal Solid Waste
44. Sheet Pile Tensions in Cellular Structures
45. Deep Mixing: An Owner's Perspective
46. Interface Shear Tests on FRP Composite Piles
47. Constitutive Behavior of Geosynthetic Interfaces
48. Progressive Failure of Lined Waste Impoundments
49. Barrier-Controlled Monitored Natural Attenuation
50. Vertical Shear Loads on Nonmoving Walls. II: Applications
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