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Pavement criteria for frost conditions engineering cd


Pavement criteria for frost conditions engineering cd
Pavement Criteria for Frost Conditions Engineering CD
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United States Army Corps of Engineers USACE
Publication Number: EM 1110-3-138
Title: Engineering and Design - Pavement Criteria for Seasonal Frost Conditions - Mobilization Construction
Publication Date: 09 April 1984
This manual presents criteria and procedures for the design and construction of pavements placed on subgrade or base course materials subject to seasonal frost action . The criteria are applicable to Army airfields and heliports and to roads for mobilization construction . The most prevalent modes of distress in pavements and their causes are listed in table 1-1 . The principal modes unique to frost areas, with which this manual is concerned, are the non-traffic-associated distress modes of distortion caused by frost heave and reconsolidation, and of cracking caused by low temperatures, and the traffic-load-associated distress modes of cracking and distortion as affected by the extreme seasonal changes in supporting capacity of subgrades and bases that may take place in frost areas.
Table of Contents * Chapter 1 - General
* Chapter 3 - Investigation of Potential for Ice Segregation
* Chapter 4 - Thickness Design of Layered Pavement Structure
* Chapter 5 - Base Course Composition Requirements
* Chapter 6 - Use of Stabilized Soils in Frost Areas
* Chapter 7 - Subgrade Preparation and Transitions for Control of Frost Heaving and Associated Cracking
* Chapter 8 - Examples of Pavement Design
* Appendix A - Summary of Results of Freezing Tests on Natural Soils
* Appendix B - Use of Insulation Materials in Pavements
* Appendix C - Membrane-Encapsulated Soil Layers
* Appendix D - Minimizing Low-Temperature Contraction Cracking of Bituminous Pavements
* Appendix E - Field Control of Subgrade and Base Course Construction for Frost Conditions
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Pavement criteria for frost conditions engineering cd