This proceedings contains 73 papers presented at the 13th International Conference on Cold Regions Engineering, held in Orono, Maine, July 23-26, 2006.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Construction\/Water Resources Antarctic Construction The Movement and Expected Lifetime of the Casey Ice Runway <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Design, Construction, and Testing of an Autonomous Instrument Shelter for Remote Antarctica <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Settlement of a Large Structure on Polar Firn <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | Cold Regions Concrete Evaluation of Environmental Degradation of Concrete in Cold Regions <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | Sensory Experiments and Indices for Thermal Sensation\/Comfort under Winter Working Environments in Cold Regions <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Proposed Curing Method for Grouting Concrete within Box Girder Bridges in Cold Regions and during Cold Seasons <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | Problems of House Reconstruction in Severe Climatic Regions <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | Ice Engineering Modeling of Aufeis-Induced Flooding <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | Simulation Study of Bearing Capacity of Floating Ice Sheet <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | Future Trends: U.S. Army Corps of Engineers Flood and Coastal Research and Development for Cold Regions <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | Modeling Thermal and Dynamic River Ice Processes <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | Integrating Climate Impacts in Water Resource Planning and Management <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | Assessing the Effectiveness of an Ice Control Structure <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | Analysis of Ice Boom Design at Silver Bay Harbor <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | IPY Permafrost and the International Polar Year <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | Scour and Bed Erosion Increased Bed Erosion Due to Ice <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | Scour under Ice: Potential Contributing Factor in the Schoharie Creek Bridge Collapse <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Water Quality BMPs Performance Evaluation of Cold Weather Flow Control and Runoff Treatment BMPs <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | Military Operational Management of Deicer Run-off <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | An Examination of Cold Climate Performance of Low Impact Development Stormwater BMPs in a Northern Climate <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | Water Treatment Identifying the True Hydraulic Capacity of a Wastewater Treatment Plant <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | A Model to Predict the Hydraulic Effects on Groundwater from Spraying Wastewater as Snow <\/td>\n<\/tr>\n | ||||||
| 262<\/td>\n | The Safety and Economy of Toughness in AWWA Water Tank Design <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | Frozen Ground Construction\u2014Frozen Ground Effect of Insulation on the Performance of a Soil-Nailed Wall in Frost Susceptible Conditions <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | Application of Blasting Method in Excavation of Road Cut in Permafrost <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | ARRC Rail Alignment Improvements Birchwood, Alaska Railroad Design\u2014Construction in Marginally Frozen Relic Ice and Soil <\/td>\n<\/tr>\n | ||||||
| 301<\/td>\n | Construction\u2014Ground Freezing Seasonal Frost Effects on the Dynamic Properties of Soil-Foundation-Structure Interaction System <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | Ground Freezing\u2014A Viable and Versatile Construction Technique <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | Embankment Design Effect of Slope Protection of Crushed Stone on Subgrade in Permafrost <\/td>\n<\/tr>\n | ||||||
| 328<\/td>\n | Laboratory Study on Cooling Effect of Crushed-Rock Embankment under Impermeable Boundary in Cold Regions <\/td>\n<\/tr>\n | ||||||
| 338<\/td>\n | Three-Dimensional Numerical Analysis for Temperature Characteristic of Ventilated Embankment with Insulated Door <\/td>\n<\/tr>\n | ||||||
| 349<\/td>\n | Frozen Soil Processes Estimation Method of Frost Heaving for Chilled Gas Pipeline Buried in Frost Susceptible Soil <\/td>\n<\/tr>\n | ||||||
| 361<\/td>\n | Expedient Frost Layer Measurements <\/td>\n<\/tr>\n | ||||||
| 376<\/td>\n | Freezing of Fractured Porous Materials <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | Frost Susceptibility of Stabilized Soil <\/td>\n<\/tr>\n | ||||||
| 399<\/td>\n | Study on the Shape of Freezing Front and Frost Heave Damage of C-Box Structure <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Modeling the Freezing in Coarse Grained Sands on a Microstructural Level <\/td>\n<\/tr>\n | ||||||
| 424<\/td>\n | Frozen Soil Strength Influence of Salinity on the Strength of Various Frozen Soils <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | Relationship between Curing Temperature and Strength of Stabilized Soil <\/td>\n<\/tr>\n | ||||||
| 446<\/td>\n | The Effect of Soil State Predictions on Soil Strength <\/td>\n<\/tr>\n | ||||||
| 455<\/td>\n | Ice Lens Formation Effect of Tensile Strength on Ice Lens Initiation Temperature <\/td>\n<\/tr>\n | ||||||
| 467<\/td>\n | Observation of Frost Heave of THF Clathrate Hydrate on Porous Glass Powder <\/td>\n<\/tr>\n | ||||||
| 477<\/td>\n | Change in Ice Lens Formation for Saline and Non-Saline Devon Silt as a Function of Temperature and Pressure <\/td>\n<\/tr>\n | ||||||
| 488<\/td>\n | Landfill Issues Design, Planning, Construction, and Operational Considerations for Central Maine Landfills <\/td>\n<\/tr>\n | ||||||
| 501<\/td>\n | Development of a New Heat Extraction Method to Reduce Permafrost Degradation under Roads and Airfields <\/td>\n<\/tr>\n | ||||||
| 513<\/td>\n | Effects of Placement Conditions on Decomposition of Municipal Solid Wastes in Cold Regions <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | Permafrost Engineering Studies for Degrading Permafrost <\/td>\n<\/tr>\n | ||||||
| 535<\/td>\n | Back Analysis of a Slope Failure in Permafrost in the Mackenzie Valley, Canada <\/td>\n<\/tr>\n | ||||||
| 547<\/td>\n | History of the Fairbanks Permafrost Experiment Station, Alaska <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | Pile Load Tests in Permafrost Using Spiral Legs to Support Hot Ice No 1 Drilling Platform <\/td>\n<\/tr>\n | ||||||
| 569<\/td>\n | Pavements and Infrastructure Asphalt Surfaces Low Temperature Cracking Performance at MnROAD <\/td>\n<\/tr>\n | ||||||
| 580<\/td>\n | MnROAD Environmental Factors that Affect Ride <\/td>\n<\/tr>\n | ||||||
| 597<\/td>\n | Experimental Research on Mechanical Properties of an Asphalt Mixing Material under Cyclic Frost Actions <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | Base Layer Design Long-Term Performance of a Reinforced Base Layer on a Gravel Road <\/td>\n<\/tr>\n | ||||||
| 615<\/td>\n | Geogrid Reinforced Pavement Structure in a Cold Region <\/td>\n<\/tr>\n | ||||||
| 627<\/td>\n | Cement Treatment of Frost-Susceptible New England Base Materials Blended with Reclaimed Asphalt Pavement <\/td>\n<\/tr>\n | ||||||
| 637<\/td>\n | Evaluation of Transition Cement for Stabilization of Frost-Susceptible Base Material in Conjunction with Full-Depth Recycling in Weber Canyon, Utah <\/td>\n<\/tr>\n | ||||||
| 650<\/td>\n | Frost Protection Performance of the Beaver Creek Section of the Alaska Highway <\/td>\n<\/tr>\n | ||||||
| 662<\/td>\n | Airfields and Access Roads Performance Assessment in Nunavik, Quebec, Canada <\/td>\n<\/tr>\n | ||||||
| 673<\/td>\n | Field Test Comparing Frost Insulation Materials in Road Construction <\/td>\n<\/tr>\n | ||||||
| 684<\/td>\n | Lightweight Aggregates as Frost Insulation in Roads\u2014Design Chart <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | Pavement Design Assessing and Using the Segregation Potential in Pavement Engineering <\/td>\n<\/tr>\n | ||||||
| 707<\/td>\n | A Study on the Influence of Water and Fines on the Deformation Properties and Frost Heave of Unbound Aggregates <\/td>\n<\/tr>\n | ||||||
| 719<\/td>\n | Saturation of Granular Base Material Due to Water Vapor Flow during Freezing: Laboratory Experimentation and Numerical Modeling <\/td>\n<\/tr>\n | ||||||
| 731<\/td>\n | Standard Methods Used to Mitigate Seasonal Frost in Highway Projects <\/td>\n<\/tr>\n | ||||||
| 742<\/td>\n | Monitoring Stiffness of Gravel Surfaced Roads during Spring Thaw Using a Portable Falling Weight Deflectometer <\/td>\n<\/tr>\n | ||||||
| 757<\/td>\n | Use of Mechanistic Empirical Pavement Design Software for Proper Design and Construction of Reclaimed Pavements <\/td>\n<\/tr>\n | ||||||
| 769<\/td>\n | Developing Seasonal Pavement Design Models Using Falling Weight Deflectometer Testing <\/td>\n<\/tr>\n | ||||||
| 780<\/td>\n | Comparison of Finite Element Model (FEM) Data and Single Point Layered Elastic Model (SPLEM) Data of a C130 Operating on a Frozen Runway Structure <\/td>\n<\/tr>\n | ||||||
| 790<\/td>\n | Snow and Ice Control Evaluation of an Alternative Deicing Chemical vs Conventional Sodium Chloride <\/td>\n<\/tr>\n | ||||||
| 803<\/td>\n | Icing Problems on Road and Mitigation Methods in China <\/td>\n<\/tr>\n | ||||||
| 814<\/td>\n | Thaw Weakening Developing Appropriate Engineering Responses to Seasonal Effects for Pavements Serving Remote Communities <\/td>\n<\/tr>\n | ||||||
| 825<\/td>\n | Estimating When to Apply and Remove Spring Load Restrictions <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Current Practices in Cold Regions Engineering<\/b><\/p>\n |