Design of Floating Stone Columns in Hydraulic Fill
Experimental Study of Adfreeze Heaving of Augered Caisson Footings
In order to establish the required depth of augered caisson-type footings in cold regions and their optimal design against adfreeze heaving, an experimental field investigation has been...
Performance of Pavement at Central Wisconsin Airport
Design and Installation of a Pile Foundation in a Remote Area of Alaska
Comparison of Insulated and Noninsulated Pavements
Preliminary Results of Frost Heave Tests in a Large Cell
Preliminary Results From Simulation of Retaining Wall Displacement by Frost Action
Chemically Induced Foundation Heave
The Kerr-McGee Electrolysis Plant in Henderson, Nevada has had recorded upward movements of portions of the building in excess of 18 inches. Contours of the measured heave indicate that...
Section One?Embankment Design and Construction in Cold Regions: An Overview
Section Two ? Embankment Stabilization Techniques
Section Seven?Case Histories in Seasonal Frost Areas
Heave of Shallow Excavations in Slickensided Clay
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...
A Continuum Approach to Modelling of Frost Heaving
Frost Heave of Full-Depth Asphalt Concrete Pavements
Principles of Soil Freezing and Heaving
Designing for Frost Heave Conditions
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...
Residual Soils in South Africa
Chilled Gas Pipeline?Frost Heave Design
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