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

• 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

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.