Design of Building Foundations on Frozen Ground According to Deformational Limits (O Raschete Osnovanii Sooruzhei na Merzlykh Gruntakh po Predelnym Deformatsiyam)

A new method, adopted for the calculation of building foundations, is set forth in 'Construction Standards and Regulations,' its supplement, 'Standards and Technological Conditions Governing the Design of Natural Building Foundations' (NiTU 127-55), and in 'Standards and Tec...

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Bibliographic Details
Main Author: Ushkalov,V. P.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1960
Subjects:
Snow
Ice and Permafrost
Structural Engineering and Building Technology
(*FOUNDATIONS(STRUCTURES)
DEFORMATION)
(*BUILDINGS
ARCTIC REGIONS)
PERMAFROST
CONSTRUCTION MATERIALS
FREEZING
MELTING
SOIL MECHANICS
PERMEABILITY
USSR
FROST PENETRATION
THAWING
TRANSLATIONS
Arctic
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0715053
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715053
Description
Summary:A new method, adopted for the calculation of building foundations, is set forth in 'Construction Standards and Regulations,' its supplement, 'Standards and Technological Conditions Governing the Design of Natural Building Foundations' (NiTU 127-55), and in 'Standards and Technological Conditions Governing the Design of Natural Foundations for Buildings and Industrial Structures in Permafrost Regions' (NiTU 118-54). Of the two limiting states, this paper concerns itself with a discussion of the limiting state of deformation. (Author) Trans. of Promyshlennoe Stroitelstvo (USSR) v36 n7 p39-41 Jul 58.

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