A platform for research: civil engineering, architecture and urbanism
Pile foundations in discontinuous permafrost areas
Design considerations and construction methods and controls to minimize disturbance of thermal balance of warm permafrost are included in evaluation of pile installation techniques; preconstruction temperature information is used with climatological records and theoretical methods to predict freezing and/or thawing that will be experienced under structure; natural and artificial freezeback of piles are discussed in terms of construction schedules, installation methods, and volumetric heat capacity of permafrost.
Pile foundations in discontinuous permafrost areas
Design considerations and construction methods and controls to minimize disturbance of thermal balance of warm permafrost are included in evaluation of pile installation techniques; preconstruction temperature information is used with climatological records and theoretical methods to predict freezing and/or thawing that will be experienced under structure; natural and artificial freezeback of piles are discussed in terms of construction schedules, installation methods, and volumetric heat capacity of permafrost.
Pile foundations in discontinuous permafrost areas
U S Engr Dept -- Cold Regions Research and Eng Laboratory -- Special Report
Crory, F.E. (author)
1967
12 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Pile Foundations in Discontinuous Permafrost
NTIS | 1967
|Pile foundations for large towers on permafrost
Engineering Index Backfile | 1952
|Pile foundations for large towers on permafrost
Engineering Index Backfile | 1951
|Pile Foundations for Large Towers on Permafrost
ASCE | 2021
|