Organisational and technological reliability of pile foundation construction flow in permafrost
The construction of pile foundations in permafrost conditions is a durable and cost-effective design that shows high performance of piles in contrast to slab, block and strip foundations. In the Russian experience of construction in permafrost conditions, the most common methods of piling are the fo...
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ftdoajarticles:oai:doaj.org/article:4278589476a64b5580ebc23dbf497365 2024-09-15T18:29:41+00:00 Organisational and technological reliability of pile foundation construction flow in permafrost Stoyanov Igor 2024-01-01T00:00:00Z https://doi.org/10.1051/e3sconf/202453501015 https://doaj.org/article/4278589476a64b5580ebc23dbf497365 EN FR eng fre EDP Sciences https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/65/e3sconf_escm2024_01015.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202453501015 https://doaj.org/article/4278589476a64b5580ebc23dbf497365 E3S Web of Conferences, Vol 535, p 01015 (2024) pile foundations organisational and technological flow reliability permafrost perennially frozen ground development of new territories Environmental sciences GE1-350 article 2024 ftdoajarticles https://doi.org/10.1051/e3sconf/202453501015 2024-08-05T17:49:12Z The construction of pile foundations in permafrost conditions is a durable and cost-effective design that shows high performance of piles in contrast to slab, block and strip foundations. In the Russian experience of construction in permafrost conditions, the most common methods of piling are the following: sinking method, driven method, drill-and-pile method, and drill-and-pile method. Descending method, where the piles are driven into thawed and liquefied soil. Pile driving method, in which piles are driven into frozen ground using percussion mechanisms. Drill-and-pile method, which combines the use of sinking and drilling piles. Drill-and-pile method, in which a borehole is drilled first and then the piles are driven into the frozen ground. Organisational and technological flow reliability involves the efficient use of resources, compliance with standards, organisation of work processes and safety. This allows the objectives to be achieved efficiently and ensures reliable process operation. The main indicators are: system uptime without failure TO, delays in information transfer HO, equipment reliability PO, material quality FO, operator errors DO. In fact, the control of these indicators affects the organisational and technological reliability of the flow and the work production system as a whole. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles E3S Web of Conferences 535 01015 |
institution |
Open Polar |
collection |
Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English French |
topic |
pile foundations organisational and technological flow reliability permafrost perennially frozen ground development of new territories Environmental sciences GE1-350 |
spellingShingle |
pile foundations organisational and technological flow reliability permafrost perennially frozen ground development of new territories Environmental sciences GE1-350 Stoyanov Igor Organisational and technological reliability of pile foundation construction flow in permafrost |
topic_facet |
pile foundations organisational and technological flow reliability permafrost perennially frozen ground development of new territories Environmental sciences GE1-350 |
description |
The construction of pile foundations in permafrost conditions is a durable and cost-effective design that shows high performance of piles in contrast to slab, block and strip foundations. In the Russian experience of construction in permafrost conditions, the most common methods of piling are the following: sinking method, driven method, drill-and-pile method, and drill-and-pile method. Descending method, where the piles are driven into thawed and liquefied soil. Pile driving method, in which piles are driven into frozen ground using percussion mechanisms. Drill-and-pile method, which combines the use of sinking and drilling piles. Drill-and-pile method, in which a borehole is drilled first and then the piles are driven into the frozen ground. Organisational and technological flow reliability involves the efficient use of resources, compliance with standards, organisation of work processes and safety. This allows the objectives to be achieved efficiently and ensures reliable process operation. The main indicators are: system uptime without failure TO, delays in information transfer HO, equipment reliability PO, material quality FO, operator errors DO. In fact, the control of these indicators affects the organisational and technological reliability of the flow and the work production system as a whole. |
format |
Article in Journal/Newspaper |
author |
Stoyanov Igor |
author_facet |
Stoyanov Igor |
author_sort |
Stoyanov Igor |
title |
Organisational and technological reliability of pile foundation construction flow in permafrost |
title_short |
Organisational and technological reliability of pile foundation construction flow in permafrost |
title_full |
Organisational and technological reliability of pile foundation construction flow in permafrost |
title_fullStr |
Organisational and technological reliability of pile foundation construction flow in permafrost |
title_full_unstemmed |
Organisational and technological reliability of pile foundation construction flow in permafrost |
title_sort |
organisational and technological reliability of pile foundation construction flow in permafrost |
publisher |
EDP Sciences |
publishDate |
2024 |
url |
https://doi.org/10.1051/e3sconf/202453501015 https://doaj.org/article/4278589476a64b5580ebc23dbf497365 |
genre |
permafrost |
genre_facet |
permafrost |
op_source |
E3S Web of Conferences, Vol 535, p 01015 (2024) |
op_relation |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/65/e3sconf_escm2024_01015.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202453501015 https://doaj.org/article/4278589476a64b5580ebc23dbf497365 |
op_doi |
https://doi.org/10.1051/e3sconf/202453501015 |
container_title |
E3S Web of Conferences |
container_volume |
535 |
container_start_page |
01015 |
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1810471116635897856 |