On the Computation of Foundation Settlements on Thawing Soil Bases

The report presents the physical basis for a method of calculating the relative contraction of thawed permafrost under the foundation and melted water-saturated soils according to their physical characteristics without conducting field tests of the soil with test loads in laboratory research on comp...

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Bibliographic Details
Main Author: Kiselev,M. F.
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
(*SOIL MECHANICS
FOUNDATIONS(STRUCTURES))
(*FOUNDATIONS(STRUCTURES)
*PERMAFROST)
MELTING
DEFORMATION
COMPRESSIVE PROPERTIES
POROSITY
MATHEMATICAL ANALYSIS
USSR
SETTLEMENT(STRUCTURAL)
*FREEZING
*SOILS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0748400
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0748400
Description
Summary:The report presents the physical basis for a method of calculating the relative contraction of thawed permafrost under the foundation and melted water-saturated soils according to their physical characteristics without conducting field tests of the soil with test loads in laboratory research on compressor instruments, and also an example is given of calculating final settling of the foundation of buildings and installations. (Author) Draft trans. of mono. K Raschetu Osadok Fundamentov na Ottaivayushchikh Gruntakh-Osnovaniyakh, Moscow, 1957.

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