Solving One-Dimensional Problems of Thawing Ground Consolidation, Accounting for Variable Permeability and Compressibility (Reshenie Odnomernoi Zadachi Konsolidachi Konsolidatssi Ottaivayushchikh Gruntov s Uchetom Peremennoi)

A calculation of the rate of settling of thawing soils has great practical significance for calculations on the critical deformations of structural foundations being erected on permanently frozen soils. The report discusses a solution to the one-dimensional problem of filtration-type consolidation o...

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Bibliographic Details
Main Author: Feldman,G. M.
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
MELTING)
(*FOUNDATIONS(STRUCTURES)
DEFORMATION)
SOILS
COMPRESSIVE PROPERTIES
PERMEABILITY
POROSITY
MATHEMATICAL ANALYSIS
USSR
*FREEZING
*SOILS
TRANSLATIONS
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0737809
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0737809
Description
Summary:A calculation of the rate of settling of thawing soils has great practical significance for calculations on the critical deformations of structural foundations being erected on permanently frozen soils. The report discusses a solution to the one-dimensional problem of filtration-type consolidation of thawing ground, with allowance for the variable permeability and compressibility at variation in its porosity and stressed state. (Author) Draft trans. of Akademiya Nauk SSR. Institut Merzlotovedeniya. Materialy po Laboratornym Issledovaniyam Merzlykh Gruntov, v5 p185-191 1966.

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