Cryostructure and Uniaxial Compressive Strength of Ice-Rich Permafrost in Northern Alaska
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA.
2. Institute of Northern Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485460.027
Reference23 articles.
1. Andersland, O.B. and Ladanyi, B., 2003. Frozen ground engineering. John Wiley & Sons.
2. Permafrost distribution in the Northern Hemisphere under scenarios of climatic change
3. ASTM Int’l 2006. Standard Test Method for Laboratory Determination of Strength Properties of Frozen Soil at a Constant Rate of Strain. D 7300 – 06.
4. ASTM Int’l 2006. Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates C 136.
5. ASTM Int’l 2007. Standard Test Method for Particle-Size Analysis of Soils D 422 – 63.
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