Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)

During construction on permafrost the question concerning the amount of forthcoming settlings has unique significance. An estimation of these settlings can be made on the basis of experiments with hot punches. The study examines a procedure for testing with punches. According to this technique, the...

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Bibliographic Details
Main Author: Lapkin, G. I.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
Format: Text
Language:English
Published: 1972
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/AD0741057
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0741057
id ftdtic:AD0741057
record_format openpolar
spelling ftdtic:AD0741057 2023-05-15T16:37:11+02:00 Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh) Lapkin, G. I. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1972-04 text/html http://www.dtic.mil/docs/citations/AD0741057 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0741057 en eng http://www.dtic.mil/docs/citations/AD0741057 Approved for public release; distribution is unlimited. DTIC AND NTIS Snow Ice and Permafrost Structural Engineering and Building Technology *FOUNDATIONS(STRUCTURES) *PERMAFROST THERMAL PROPERTIES USSR LOADS(FORCES) DEFORMATION ELASTIC PROPERTIES SOILS COMPRESSIVE PROPERTIES CONSTRUCTION MATHEMATICAL ANALYSIS HEATING MELTING TRANSLATIONS *FREEZING *SOILS SETTLEMENT(STRUCTURAL) FOREIGN REPORTS Text 1972 ftdtic 2016-02-22T10:13:46Z During construction on permafrost the question concerning the amount of forthcoming settlings has unique significance. An estimation of these settlings can be made on the basis of experiments with hot punches. The study examines a procedure for testing with punches. According to this technique, the soil's thawing is envisaged by means of heating the water poured into a test borehole for a depth of 20-30 cm above a sandy filling (20-30 cm) which covers the borehole bottom after the placement of the punch. Heating the water begins after loading the punch with the planned weight. Thawing continues until stabilization of the settlings. Draft trans. of Promyshlennoe Stroitelstvo (USSR) v19 n7/8 p27-29 Jul-Aug 1941. Text Ice permafrost Defense Technical Information Center: DTIC Technical Reports database
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Snow
Ice and Permafrost
Structural Engineering and Building Technology
*FOUNDATIONS(STRUCTURES)
*PERMAFROST
THERMAL PROPERTIES
USSR
LOADS(FORCES)
DEFORMATION
ELASTIC PROPERTIES
SOILS
COMPRESSIVE PROPERTIES
CONSTRUCTION
MATHEMATICAL ANALYSIS
HEATING
MELTING
TRANSLATIONS
*FREEZING
*SOILS
SETTLEMENT(STRUCTURAL)
FOREIGN REPORTS
spellingShingle Snow
Ice and Permafrost
Structural Engineering and Building Technology
*FOUNDATIONS(STRUCTURES)
*PERMAFROST
THERMAL PROPERTIES
USSR
LOADS(FORCES)
DEFORMATION
ELASTIC PROPERTIES
SOILS
COMPRESSIVE PROPERTIES
CONSTRUCTION
MATHEMATICAL ANALYSIS
HEATING
MELTING
TRANSLATIONS
*FREEZING
*SOILS
SETTLEMENT(STRUCTURAL)
FOREIGN REPORTS
Lapkin, G. I.
Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
topic_facet Snow
Ice and Permafrost
Structural Engineering and Building Technology
*FOUNDATIONS(STRUCTURES)
*PERMAFROST
THERMAL PROPERTIES
USSR
LOADS(FORCES)
DEFORMATION
ELASTIC PROPERTIES
SOILS
COMPRESSIVE PROPERTIES
CONSTRUCTION
MATHEMATICAL ANALYSIS
HEATING
MELTING
TRANSLATIONS
*FREEZING
*SOILS
SETTLEMENT(STRUCTURAL)
FOREIGN REPORTS
description During construction on permafrost the question concerning the amount of forthcoming settlings has unique significance. An estimation of these settlings can be made on the basis of experiments with hot punches. The study examines a procedure for testing with punches. According to this technique, the soil's thawing is envisaged by means of heating the water poured into a test borehole for a depth of 20-30 cm above a sandy filling (20-30 cm) which covers the borehole bottom after the placement of the punch. Heating the water begins after loading the punch with the planned weight. Thawing continues until stabilization of the settlings. Draft trans. of Promyshlennoe Stroitelstvo (USSR) v19 n7/8 p27-29 Jul-Aug 1941.
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
format Text
author Lapkin, G. I.
author_facet Lapkin, G. I.
author_sort Lapkin, G. I.
title Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
title_short Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
title_full Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
title_fullStr Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
title_full_unstemmed Settling of Structures on Thawing Ground (Opredelenie Osadok Sooruzhenii na Merzlykh Ottaivayushchikh Gruntakh)
title_sort settling of structures on thawing ground (opredelenie osadok sooruzhenii na merzlykh ottaivayushchikh gruntakh)
publishDate 1972
url http://www.dtic.mil/docs/citations/AD0741057
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0741057
genre Ice
permafrost
genre_facet Ice
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/AD0741057
op_rights Approved for public release; distribution is unlimited.
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