Finite-Element Analysis of Helical Piers in Frozen Ground-Reference-Cited by-同舟云学术

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Finite-Element Analysis of Helical Piers in Frozen Ground

Published:2007-09 Issue:3 Volume:21 Page:92-106
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Liu He¹²³,Zubeck Hannele K.¹²³,Schubert Daniel H.¹²³

Affiliation:

1. Professor, School of Engineering, Univ. of Alaska–Anchorage, 3211 Providence Dr., Anchorage, Alaska 99508. E-mail: afhl@uaa.alaska.edu

2. Professor, School of Engineering, Univ. of Alaska–Anchorage, 3211 Providence Dr., Anchorage, Alaska 99508. E-mail: afhkz@uaa.alaska.edu

3. GV Jones and Associates, Inc., 1200 E 76th Ave., Suite 1207, Anchorage, Alaska 99518. E-mail: dan_s@gvjones.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-381X%282007%2921%3A3%2892%29

Reference9 articles.

1. A. B. Chance Co. (1996). “Helical pier foundation system technical manual.” Bulletin 01-9601 Rev. 7/96 2–7.

2. Helical Anchors in Dry and Submerged Sand Subjected to Surcharge

3. Field Tests of Deep Power-installed Screw Anchors in Permafrost

4. Shallow Foundations on Frozen Soil: Creep Settlement

5. Behavior of Circular Footings and Plate Anchors Embedded in Permafrost

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2. Modeling temperature change and water migration of unsaturated soils under seasonal freezing-thawing conditions;Cold Regions Science and Technology;2024-02

3. Bearing Capacity Factors of Helical Piles Embedded in Cohesive Soils;Indian Geotechnical Journal;2024-01-19

4. Long-term axial performance of continuous-flight pile in frozen soil;Canadian Geotechnical Journal;2023-12-01

5. Analysis of the Static Axial Capacity of Helical Piles Using Finite Element Method;International Journal of Steel Structures;2023-11-17

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