Design of Foundation Beds on Thawing Ground According to Deformational Limits (K Raschetu Osnovanii Fundamentov na Ottaivayushchikh Gruntakh po Predelnym Sostoyaniyam)

The new method for estimating the thawing beds according to deformational limits has considerable practical importance because it expands greatly the limits of using soils as natural footings, taking into account their combined functioning with the design of structures; it permits one to plan buildi...

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Bibliographic Details
Main Author: Uskalov,V. P.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1972
Subjects:
Soil Mechanics
Snow
Ice and Permafrost
Structural Engineering and Building Technology
*PERMAFROST
*SOIL MECHANICS
*FOUNDATIONS(STRUCTURES)
MELTING
INTERACTIONS
HEAT TRANSFER
COMPRESSIVE PROPERTIES
TEMPERATURE
MATHEMATICAL ANALYSIS
USSR
*FREEZING
*SOILS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0739959
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0739959
Description
Summary:The new method for estimating the thawing beds according to deformational limits has considerable practical importance because it expands greatly the limits of using soils as natural footings, taking into account their combined functioning with the design of structures; it permits one to plan buildings and structures on such greatly compressed and settling soils as the thawing frozen soils, loess-like settling, filling, silty etc., where previously extensive use was made of expense artificial footings. (Author) Draft trans. of mono. Trudy Soveshchaniya po Ratsionalnym Sopsobam Fundamentostroeniya na Vechnomerzlykh Gruntakh (Transactions of Conference on Efficient Methods of Foundation Construction on Permafrost), Moscow, 1959 p27-36.

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