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Geology and Properties and Earth Materials, 2006. Transportation Research Record. Journal of the Transportation Research Board, No. 1967
;Partial Contents: Part 1-Low Volume Roads: Climatic and Seasonal Effects on Pavements and Safety (Implementation of Spring Load Restrictions Using a Deflection-Calibrated Thaw Index, Estimating Thermal Conductivity of Pavement Granular Materials and Subgrade Soils, Hauling with Full Axle Weights and Reduced Tire Pressures on Weight-Restricted Roads in British Columbia, Duration of Spring Thaw Recovery for Aggregate-Surfaced Roads); Part 2-Evaluation of Subgrade Resilient Modulus (Resilient Modulus Estimation System for Fine-Grained Soils, Laboratory Evaluation of Untreated and Treated Pavement Base Materials: Repeated Load Permanent Deformation Test, Evaluation of Resilient Modulus Model Parameters for Mechanistic-Empirical Pavement Design); Part 3- Use of Unsaturated Soil Mechanics Principles for Expansive Clay Problems and Pavement Design (Design Model for Roughness and Serviceability of Pavements on Expansive Soils, Comparative Design Case Studies of Pavement Performance on Expansive Soils, Two-Dimensional Moisture Flow-Soil Deformation Model for Application to Pavement Design); Part 4-Pavement Subsurface Drainage (Estimation of Expected Moisture Contents for Pavements by Environmental and Soil Characteristics, Investigations of Environmental and Traffic Impacts on Mechanistic-Empirical Pavement Design Guide Predictions).
Geology and Properties and Earth Materials, 2006. Transportation Research Record. Journal of the Transportation Research Board, No. 1967
;Partial Contents: Part 1-Low Volume Roads: Climatic and Seasonal Effects on Pavements and Safety (Implementation of Spring Load Restrictions Using a Deflection-Calibrated Thaw Index, Estimating Thermal Conductivity of Pavement Granular Materials and Subgrade Soils, Hauling with Full Axle Weights and Reduced Tire Pressures on Weight-Restricted Roads in British Columbia, Duration of Spring Thaw Recovery for Aggregate-Surfaced Roads); Part 2-Evaluation of Subgrade Resilient Modulus (Resilient Modulus Estimation System for Fine-Grained Soils, Laboratory Evaluation of Untreated and Treated Pavement Base Materials: Repeated Load Permanent Deformation Test, Evaluation of Resilient Modulus Model Parameters for Mechanistic-Empirical Pavement Design); Part 3- Use of Unsaturated Soil Mechanics Principles for Expansive Clay Problems and Pavement Design (Design Model for Roughness and Serviceability of Pavements on Expansive Soils, Comparative Design Case Studies of Pavement Performance on Expansive Soils, Two-Dimensional Moisture Flow-Soil Deformation Model for Application to Pavement Design); Part 4-Pavement Subsurface Drainage (Estimation of Expected Moisture Contents for Pavements by Environmental and Soil Characteristics, Investigations of Environmental and Traffic Impacts on Mechanistic-Empirical Pavement Design Guide Predictions).
Geology and Properties and Earth Materials, 2006. Transportation Research Record. Journal of the Transportation Research Board, No. 1967
2006
188 pages
Report
No indication
English