题名: | Low Volume Roads 2015: Volume 2. Transportation Research Record: Journal of the Transportation Research Board, No. 2473. |
关键词: | Transportation research, Roads, Sub-grade resilient, Highways, Improvement, Design, Geo-synthetics, Finite difference, Embankment, Seal treatments, Aggregate, Fly ash, Pavement, Sustainability, Markov Chain Modeling, Transportation Research Board (TRB) |
摘要: | Transportation Research Record: Journal of the Transportation Research Board, No. 2473 consists of 28 papers covering the following topics relating to low volume roads: Markov Chain Modeling of Pavement Surfacing; Evaluation of the Use of Magnesium Chloride for Surface Stabilization and Dust Control on Unpaved Roads; Recommendations for Seal Treatment Rejuvenation Specifications Based on Bending Beam Rheometer Testing of Mixture Beams; Evaluation of the Effect of Rural Road Condition on Agricultural Produce Transportation; Comparison of Low-Volume Road Pavement Performance with Results of Accelerated Pavement Testing; Implementation of Preventive Maintenance in Network-Level Optimization: Case Study of the Serbian Low-Volume Road Network; Optimized Maintenance Standards for Unpaved Road Networks Based on Cost-Effectiveness Analysis; Use of Ash in Hot Dense Mixtures: Alternative to Reduce Environmental Liabilities; Applying Social Return on Investment to Risk-Based Transportation Asset Management Plans in Low-Volume Bridges; Correlations Between Strains in a Thin Asphalt Pavement Structure and Deflection Basins: Investigation by Linear Elastic Analysis and Experiments; Performance of Sand-Treated Clay Subgrade Supporting a Low-Volume Flexible Pavement; Neural Estimation of Localization and Classification of Soils for Use in Low-Traffic-Volume Roads; Design and Construction of Welded Wire Retaining Walls in the Siuslaw and Willamette National Forests; Evaluation of Aggregate-Surfaced Roads for Timber Haul; Estimation of Subgrade Resilient Modulus for Fine-Grained Soil from Unconfined Compression Test; New Approach for Upgrading Gravel Roads to a Low-Volume Sealed Standard Based on the Use of the Dynamic Cone Penetrometer; Soil–Water Characteristic Curves for Soils Stabilized with Class C Fly Ash; Skid Resistance of Magnesium Chloride Roads; Stabilizing Sand Roads with Wood Products and Byproducts; Posture charge Secondary Compression Characteristics of Marine Clay from Piezocone Penetration Tests on a Low-Volume Road; Lime and Cement Treatments for Low-Volume Roads: Sustainability and Resiliency Issues; Development of Provisional Specification Language for Chemical Treatments for Unpaved Roads; Effect of the Use of a Polymeric Stabilizing Additive on Unconfined Compressive Strength of Soils; Improvement in Physical and Mechanical Properties of Soils by the Addition of Lime for Paving Roads; Use of Finite Difference Numerical Technique to Evaluate Deep Patch Embankment Repair with Geo synthetics; Design Considerations for Deep Patch Embankment Repair with Geosynthetics; Determination of Load Equivalency for Unpaved Roads; The Long History of Geosynthetics Use on Forest Roads. |
报告类型: | 科技报告 |