Frost Action Phenomena in Soils and Pavements


Book Description

PennDOT has written a condensed manuscript dealing with frost action phenomena. The manuscript is separated into three parts. Part I is concerned with the main factors influencing frost action. It is primarily theoretical in content and discusses fully the conditions necessary for frost action to occur. Part II involves the various methods of predicting the depth of frost penetration once the influencing parameters are known. Part III considers some of the design practices employed to minimize or eliminate the detrimental effects of frost action once the penetration depth is known. Major emphasis is placed on the Corps of Engineers' approach to frost action.




Frost Effects in Soils and on Pavement Surfaces


Book Description

Paper 1: The experimental uses are described of a Benkelman beam with a Helmer recorder attached as a means of measuring the changes in load-carrying capacity of flexible pavements that occur as a result of frost action. Paper 2: A comprehensive theory to explain rhythmic ice banding, which produces frost heave in soil, is presented. Paper 3: To promote a better understanding of the icing phenomenon, the icing theory is presented. Paper 4: This paper describes some of the manifestations of frost action which have proved troublesome from the standpoint of railroad maintenance in the Labrador Peninsula and also reports the results obtained from a number of ground temperature installations.




Frost Action Phenomena


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The Factor of Soil and Material Type in Frost Action


Book Description

The present paper is one of four prepared for presentation at the January 1959 Annual Meeting of the Highway Research Board and intended to bring out, in the original papers and through prepared discussions, the present and latest basic knowledge concerning frost heave and frost action in soils in relation to pavements. The basic papers cover the factors of (1) water availability, (2) penetration of freezing temperatures, (3) freezing mechanism of soil-water systems, and (4) soil and material types. The present paper covers the last-named of these factors. It reviews the elements which are significant in annual freeze and thaw action in soils and pavement supporting materials. In general, it does not attempt to cover special physical factors encountered only under permafrost conditions. However, the principles brought out herein are, in general, basically applicable not only to frost action which occurs in areas of purely seasonal freezing, but also to that which occurs in the zone of annual freeze and thaw in permafrost regions. (Author).




Frost Action in Soils


Book Description

Frost Action in Soils: Fundamentals and Mitigation in a Changing Climate reviews and updates the state of knowledge on frost-action fundamentals, the impact of climate change, and mitigation of frost action on pavements and other structures.




Highway Pavement Design in Frost Areas


Book Description

The information presented herein concerns the basic considerations of the frost action problem: namely, water temperature, soil, and the freezing mechanism of soil-water systems.




Highway Pavement Design in Frost Areas


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Special Report


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SIPRE Report


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USA CRREL Technical Publications


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