Runway and Road Design: Artic and Subartic Construction - index
Chapter 3. Runway and Road Design
Chapter 3: Runway and Road Design
Table 1 - Measured Depth of Thaw Below Various Surfaces in the Subarctic After 5 Years
Base Course and Pavement Composition
Base Course Design in Areas of Non-Frost-Suspectible Soils
Design based on reduced strength of subgrade
Flexible pavements
Base Course Design in Areas of Highly Organic Soils
Examples of Pavement Design
Corduroy Roads
Bibliography - ufc_3_130_030016
Figure 1: Measured Degration of Permafrost in Frost Suspectible Soils
Figure 2: Mximum Depth to Permafrost Below A Road After Five Years
Figure 3: Thickness of Base Required to Prevent Thawing of Subgrade
Figure 4: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 5: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 6: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 7: Flexible Pavement Design Curves for Highways,Etc.
Figure 8: Curves for Determination of Depth of Thaw Beneath Pavements with Gravel Bases
Figure 9: Curves for Determination of Depth of Freeze Beneath Pavements with Gravel Bases
Figure 10: Rigid Pavement Subgrade Modulus Curves for Reduced Strength of Subgrade Arctic and Subartic Regions
Chapter 3. Runway and Road Design
Chapter 3: Runway and Road Design
Table 1 - Measured Depth of Thaw Below Various Surfaces in the Subarctic After 5 Years
Base Course and Pavement Composition
Base Course Design in Areas of Non-Frost-Suspectible Soils
Design based on reduced strength of subgrade
Flexible pavements
Base Course Design in Areas of Highly Organic Soils
Examples of Pavement Design
Corduroy Roads
Bibliography - ufc_3_130_030016
Figure 1: Measured Degration of Permafrost in Frost Suspectible Soils
Figure 2: Mximum Depth to Permafrost Below A Road After Five Years
Figure 3: Thickness of Base Required to Prevent Thawing of Subgrade
Figure 4: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 5: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 6: Flexible Pavement Design Curves for Taxiways,Etc.
Figure 7: Flexible Pavement Design Curves for Highways,Etc.
Figure 8: Curves for Determination of Depth of Thaw Beneath Pavements with Gravel Bases
Figure 9: Curves for Determination of Depth of Freeze Beneath Pavements with Gravel Bases
Figure 10: Rigid Pavement Subgrade Modulus Curves for Reduced Strength of Subgrade Arctic and Subartic Regions
