A platform for research: civil engineering, architecture and urbanism
Geotechnical Engineering, 1990
Partial Contents: Electro-Kinetic Flow Barriers in Compacted Clay; Thermally Driven Electrical Coupling Effects and Pore Water Advection in Soils; Chemico-Osmosis Versus Diffusion-Osmosis; Acid/Base Distributions in Electrokinetic Soil Processing; A Study of Coupled Electric/Hydraulic Flow in Kaolinite; Zinc Detoxification of Soils by Electro-Osmosis; Use of Waste and By-Products in Highway Construction; Stabilization Characteristics of Class F Fly Ash; Permeability and Leachate Characteristics of Stabilized Class F Fly Ash; Characterization and Structural Design of Cement-Treated Base; Expansive Behavior of Subgrade Soils in Arid Areas; Reinforced Soil Highway Slopes; Failure of a Geogrid-Reinforced Soil Wll; Rockfall Hazard Analysis Using the Colorado Rockfall Simulation Program; Minimum Cover Heights for Corrugated Plastic Pipe Under Vehicle Loading; Live Load Distribution on Concrete Box Culverts; Analysis of Retaining Structures With Skew Reinforcement.
Geotechnical Engineering, 1990
Partial Contents: Electro-Kinetic Flow Barriers in Compacted Clay; Thermally Driven Electrical Coupling Effects and Pore Water Advection in Soils; Chemico-Osmosis Versus Diffusion-Osmosis; Acid/Base Distributions in Electrokinetic Soil Processing; A Study of Coupled Electric/Hydraulic Flow in Kaolinite; Zinc Detoxification of Soils by Electro-Osmosis; Use of Waste and By-Products in Highway Construction; Stabilization Characteristics of Class F Fly Ash; Permeability and Leachate Characteristics of Stabilized Class F Fly Ash; Characterization and Structural Design of Cement-Treated Base; Expansive Behavior of Subgrade Soils in Arid Areas; Reinforced Soil Highway Slopes; Failure of a Geogrid-Reinforced Soil Wll; Rockfall Hazard Analysis Using the Colorado Rockfall Simulation Program; Minimum Cover Heights for Corrugated Plastic Pipe Under Vehicle Loading; Live Load Distribution on Concrete Box Culverts; Analysis of Retaining Structures With Skew Reinforcement.
Geotechnical Engineering, 1990
1990
209 pages
Report
No indication
English