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

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Abstract:

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

Author(s):
Feldman, G. M.
Author Organization(s):
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Supplementary Note:
Draft trans. of Akademiya Nauk SSR. Institut Merzlotovedeniya. Materialy po Laboratornym Issledovaniyam Merzlykh Gruntov, v5 p185-191 1966.
Annotation:
Solving One-Dimensional Problems of Thawing Ground Consolidation, Accounting for Variable Permeability and Compressibility--Translation.
Pagination:
0011

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution:
Approved For Public Release

RECORD

Collection: TR
Identifying Numbers
Report Number(s):
CRREL-TL29
 Subject Terms
Communities of Interest:
No COI(s) Identified
Descriptor(s):
(*PERMAFROST, MELTING), (*FOUNDATIONS(STRUCTURES), DEFORMATION), SOILS, COMPRESSIVE PROPERTIES, PERMEABILITY, POROSITY, MATHEMATICAL ANALYSIS, USSR
Field(s)/Group(s):
Soil Mechanics, Snow, Ice and Permafrost, Structural Engineering and Building Technology
Keyword(s):
*FREEZING, *SOILS, TRANSLATIONS
Report Date:
1971 Jan 01