Mathematical modelling of borehole grouting in permafrost

The process of borehole grouting in the regions of permafrost is more complicated than in normal climatic conditions due to the possible thawing of the frozen rock, which can be induced by the heat produced during cement hydration. In order to prevent thawing of the surrounding formation, the main c...

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Main Authors: Fomin S., Chugunov V., Hashida T.
Format: Article in Journal/Newspaper
Language:unknown
Published: 2004
Subjects:
Online Access:https://dspace.kpfu.ru/xmlui/handle/net/135192
id ftkazanuniv:oai:dspace.kpfu.ru:net/135192
record_format openpolar
spelling ftkazanuniv:oai:dspace.kpfu.ru:net/135192 2023-05-15T17:56:42+02:00 Mathematical modelling of borehole grouting in permafrost Fomin S. Chugunov V. Hashida T. 2004 https://dspace.kpfu.ru/xmlui/handle/net/135192 unknown Elsevier Geo-Engineering Book Series C 2 773 http://dspace.kpfu.ru/xmlui/bitstream/net/135192/-1/SCOPUS15719960-2004-2--SID77957029024-p1.pdf 1571-9960 https://dspace.kpfu.ru/xmlui/handle/net/135192 SCOPUS15719960-2004-2--SID77957029024 Article 2004 ftkazanuniv 2022-01-01T09:46:04Z The process of borehole grouting in the regions of permafrost is more complicated than in normal climatic conditions due to the possible thawing of the frozen rock, which can be induced by the heat produced during cement hydration. In order to prevent thawing of the surrounding formation, the main conditions that should be imposed on the grouting off technology and properties of the cementing slurries are rapid cement hydration and low heat generation during chemical reaction. Mathematical model of the grouting off process in permafrost, presented in this study, accounts for heat transferred from the borehole circulating mud and heat generated due to cement hydration. The problem is solved analytically by the approximate integral-heat-balance method. As a result, the close-form solutions for the temperature field in the cemented region and surrounding formation are obtained. On the basis of these analytical solutions, analytical criteria for the borehole grouting off regimes that take place without thawing of the frozen rock are proposed. These criteria can be readily used for assessing physical and chemical properties of the cement slurries and their suitability for grouting off the borehole in permafrost. © 2004 Elsevier Ltd. All rights reserved. Article in Journal/Newspaper permafrost Kazan Federal University Digital Repository
institution Open Polar
collection Kazan Federal University Digital Repository
op_collection_id ftkazanuniv
language unknown
description The process of borehole grouting in the regions of permafrost is more complicated than in normal climatic conditions due to the possible thawing of the frozen rock, which can be induced by the heat produced during cement hydration. In order to prevent thawing of the surrounding formation, the main conditions that should be imposed on the grouting off technology and properties of the cementing slurries are rapid cement hydration and low heat generation during chemical reaction. Mathematical model of the grouting off process in permafrost, presented in this study, accounts for heat transferred from the borehole circulating mud and heat generated due to cement hydration. The problem is solved analytically by the approximate integral-heat-balance method. As a result, the close-form solutions for the temperature field in the cemented region and surrounding formation are obtained. On the basis of these analytical solutions, analytical criteria for the borehole grouting off regimes that take place without thawing of the frozen rock are proposed. These criteria can be readily used for assessing physical and chemical properties of the cement slurries and their suitability for grouting off the borehole in permafrost. © 2004 Elsevier Ltd. All rights reserved.
format Article in Journal/Newspaper
author Fomin S.
Chugunov V.
Hashida T.
spellingShingle Fomin S.
Chugunov V.
Hashida T.
Mathematical modelling of borehole grouting in permafrost
author_facet Fomin S.
Chugunov V.
Hashida T.
author_sort Fomin S.
title Mathematical modelling of borehole grouting in permafrost
title_short Mathematical modelling of borehole grouting in permafrost
title_full Mathematical modelling of borehole grouting in permafrost
title_fullStr Mathematical modelling of borehole grouting in permafrost
title_full_unstemmed Mathematical modelling of borehole grouting in permafrost
title_sort mathematical modelling of borehole grouting in permafrost
publishDate 2004
url https://dspace.kpfu.ru/xmlui/handle/net/135192
genre permafrost
genre_facet permafrost
op_source SCOPUS15719960-2004-2--SID77957029024
op_relation Elsevier Geo-Engineering Book Series
C
2
773
http://dspace.kpfu.ru/xmlui/bitstream/net/135192/-1/SCOPUS15719960-2004-2--SID77957029024-p1.pdf
1571-9960
https://dspace.kpfu.ru/xmlui/handle/net/135192
_version_ 1766164950007414784