Foundation Anchoring in Thawed Ground

The subject of anchoring foundations to withstand frost heave forces is of considerable interest. The paper gives a brief straightforward analysis of a case where the foundation is placed in unfrozen ground and is subjected to seasonal frost heave. Trans. of Akademiya Nauk SSSR. Institut Merzlotoved...

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Bibliographic Details
Main Author: Porkhaev,G. V.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1967
Subjects:
Snow
Ice and Permafrost
Structural Engineering and Building Technology
(*ANCHORS(STRUCTURAL)
*FROST HEAVE)
(*FOUNDATIONS(STRUCTURES)
ANCHORS(STRUCTURAL))
SOIL MECHANICS
REINFORCED CONCRETE
PRESSURE
INTERACTIONS
FREEZING
STRESSES
USSR
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0715029
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715029
Description
Summary:The subject of anchoring foundations to withstand frost heave forces is of considerable interest. The paper gives a brief straightforward analysis of a case where the foundation is placed in unfrozen ground and is subjected to seasonal frost heave. Trans. of Akademiya Nauk SSSR. Institut Merzlotovedeniya. Trudy, v14 p56-59 1958, by G. K. Swinzow.

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