Search
Now showing items 1-6 of 6
Thermal Stabilization of Embankments Built on Thaw-Sensitive Permafrost
Publisher: ASCE
Abstract: As a result of climate change and design techniques poorly adapted to permafrost conditions, thermal degradation of permafrost underneath transportation infrastructure is leading to infrastructure instability and increasing ...
Soil Bridging Effects within Permafrost-Supported Embankment Infrastructure
Publisher: ASCE
Abstract: Accidents, infrastructure closures and reductions in capacity, and delays have occurred and are documented in the literature due to bridge formation, sinkholes, or rapid collapses within embankment infrastructure on ...
Monitoring and Modeling the Variations of Structural Behavior of a Flexible Pavement Structure during Freezing
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of a study carried out to monitor the structural behavior of a flexible pavement in cold regions, which is significantly affected by environmental factors and traffic loads. In this study, ...
Assessment of Flexible Pavement Response during Partial Thawing Conditions Using Accelerated Pavement Testing
Publisher: ASCE
Abstract: Damage to flexible pavements is known to be greatly influenced by climatic factors. Among them, partial thawing conditions encountered during winter warming periods, as well as in the early period of spring thaw, are ...
Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations
Publisher: ASCE
Abstract: There is limited understanding of how frozen fill compacted below freezing air temperatures affects the performance of highway embankments in the Arctic. Fill material needed to construct embankments is typically obtained ...
Experimental Damage Assessment of Flexible Pavements during Freeze-Up
Publisher: American Society of Civil Engineers
Abstract: Frost action is one of the most important factors contributing to pavement damage in cold regions. Frost action causes a gain regarding the bearing capacity of flexible pavements due to the viscoelastic response of asphalt ...
CSV
RIS