Pipeline Frost Heave Predictions Using a 2-D Thermal Model
Chilled structures founded on initially unfrozen soils cause a zone or 'bulb' of frost to develop with time. This time period may be of seasonal duration, as...

Guideway and Conductor Rail Heating for a Winter Environment
The power and signal conducting rails are maintained using self-limiting heat trace cable in combination with an inherently protected rail. The cable's high inrush power along...

A Continuum Approach to Modelling of Frost Heaving

Frost Heave of Full-Depth Asphalt Concrete Pavements

Designing for Frost Heave Conditions

Survey Methods for Classifying Frost Susceptibility

Frost Action and Its Control
This state-of-the-art review addresses, in four separate papers, frost heave processes and their control. A review of the fundamental principles of soil freezing and thawing is presented...

Cranberry Frost Protection Using Sprinklers

Chilled Gas Pipeline?Frost Heave Design

Frost Depth Prediction for Highway Subgrade Soils

Relationships Between Normal Frost-Heaving Forces and Areas of Bearing Plates

Chilled Pipeline Frost Heave Mitigation Concepts

A New Material for Pavement Subbases in Frost Areas

Excavation Below Water Table Using Frost Penetration

Frost Heave Suggestion

Frost Heave Suggestion: Author's Response

Frost Heaves�� A Major Dilemma for Ice Arenas
The ice sheets of three arenas in Minneapolis-St. Paul have had frost heaves ranging from seven to eleven inches (0.2 to 0.3 m). Proper design should prevent frost from penetrating the...

The Action of Frost on Cement and Cement Mortar, Together with Other Experiments on These Materials

The Action of Frost on Cement and Cement Mortar, Together with Other Experiments on These Materials
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Discussion "The Action of Frost on Cement and Cement Mortar, Together with Other Experiments on These Materials

 

 

 

 

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