MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC

a. Effect of subgrade soil conditions on design b. Effect of frost and permafrost conditions c. Effect of ground water 3-02 BASE COURSE AND PAVENMENT COMIPOSITION a. Recommendations for base courses b. Recommendations for pavements 3-03 BASE COURSE DESIGN IN AREAS OF NON-FROST-SUSCEPTIBLE SOILS 3-04...

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Bibliographic Details
Main Authors: Matthew B. Ridgway, John A. Klien
Other Authors: The Pennsylvania State University CiteSeerX Archives
Format: Text
Language:English
Published: 1954
Subjects:
3-05 BASE COURSE DESIGN IN AREAS OF HIGHLY ORGANIC SOILS
Arctic
permafrost
Subarctic
Online Access:http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.644.546
http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf
Description
Summary:a. Effect of subgrade soil conditions on design b. Effect of frost and permafrost conditions c. Effect of ground water 3-02 BASE COURSE AND PAVENMENT COMIPOSITION a. Recommendations for base courses b. Recommendations for pavements 3-03 BASE COURSE DESIGN IN AREAS OF NON-FROST-SUSCEPTIBLE SOILS 3-04 BASE COURSE DESIGN IN AREAS OF FROST-SUSCEPTIBLE SUBGRADES a. Design to restrict seasonal thaw to pavement and base depth b. Design based on reduced strength of subgrade

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