Loading…

Principles for positioning a capillary barrier made of injected mortar in the earth bed

The paper formulates a condition for transferring an “open” freezing system into a “closed” one and proposes calculation criteria for creating a capillary barrier. The solution to the problem of capillary barrier location in the ground is obtained, which is based on linking the zone of intense moist...

Full description

Saved in:
Bibliographic Details
Published in:E3S web of conferences 2023-01, Vol.402, p.12010
Main Authors: Razuvaev, D.A., Lanis, A.L., Chakhlov, M.G., Nagaev, E.I.
Format: Article
Language:English
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites cdi_FETCH-LOGICAL-c2270-2357799a4ba232e287da9ece723cf4648aa84eebd0bedf467e66ae740c26143b3
container_end_page
container_issue
container_start_page 12010
container_title E3S web of conferences
container_volume 402
creator Razuvaev, D.A.
Lanis, A.L.
Chakhlov, M.G.
Nagaev, E.I.
description The paper formulates a condition for transferring an “open” freezing system into a “closed” one and proposes calculation criteria for creating a capillary barrier. The solution to the problem of capillary barrier location in the ground is obtained, which is based on linking the zone of intense moisture transfer to temperature isolines in the freezing massif. Several existing solutions for determining the temperature field diagram in the road structure at the time of maximum freezing have been considered. A general algorithm for solving the problem of capillary barrier location in the earth bed has been compiled. To verify the obtained solutions, a series of laboratory tests were carried out to determine the magnitude of moisture accumulation and frost heave of sandy loam and loam samples with plasticity number from 0.05 to 0.13 with different location of capillary barrier relative to frost zone.
doi_str_mv 10.1051/e3sconf/202340212010
format article
fullrecord <record><control><sourceid>doaj_cross</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_d644748cdd77437ab679fa8732bd28ad</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_d644748cdd77437ab679fa8732bd28ad</doaj_id><sourcerecordid>oai_doaj_org_article_d644748cdd77437ab679fa8732bd28ad</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2270-2357799a4ba232e287da9ece723cf4648aa84eebd0bedf467e66ae740c26143b3</originalsourceid><addsrcrecordid>eNpNkMtOwzAQRS0EElXpH7DwD4TaYzdOlqjiUakSLEAsrYk9aV2lcWRnw98TaIW6mjt3cXR1GLuX4kGKlVySyi727RIEKC1AgpDiis0ASlNI0HB9kW_ZIueDEELCqtJCz9jXewq9C0NHmbcx8SHmMIbYh37HkTscQtdh-uYNphQo8SN64rHloT-QG8nzY0wjpunn4544YRr3vCF_x25a7DItznfOPp-fPtavxfbtZbN-3BYOwIgC1MqYukbdICggqIzHmhwZUK7Vpa4QK03UeDExp8JQWSIZLRyUUqtGzdnmxPURD3ZI4TittRGD_Sti2tlpUnAdWV9qbXTlvDdGK4NNaeoWK6Og8VChn1j6xHIp5pyo_edJYX9d27Nre-la_QA4b3Ot</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Principles for positioning a capillary barrier made of injected mortar in the earth bed</title><source>Publicly Available Content (ProQuest)</source><creator>Razuvaev, D.A. ; Lanis, A.L. ; Chakhlov, M.G. ; Nagaev, E.I.</creator><contributor>Tanaino, I. ; Dzholdosheva, T.</contributor><creatorcontrib>Razuvaev, D.A. ; Lanis, A.L. ; Chakhlov, M.G. ; Nagaev, E.I. ; Tanaino, I. ; Dzholdosheva, T.</creatorcontrib><description>The paper formulates a condition for transferring an “open” freezing system into a “closed” one and proposes calculation criteria for creating a capillary barrier. The solution to the problem of capillary barrier location in the ground is obtained, which is based on linking the zone of intense moisture transfer to temperature isolines in the freezing massif. Several existing solutions for determining the temperature field diagram in the road structure at the time of maximum freezing have been considered. A general algorithm for solving the problem of capillary barrier location in the earth bed has been compiled. To verify the obtained solutions, a series of laboratory tests were carried out to determine the magnitude of moisture accumulation and frost heave of sandy loam and loam samples with plasticity number from 0.05 to 0.13 with different location of capillary barrier relative to frost zone.</description><identifier>ISSN: 2267-1242</identifier><identifier>EISSN: 2267-1242</identifier><identifier>DOI: 10.1051/e3sconf/202340212010</identifier><language>eng</language><publisher>EDP Sciences</publisher><ispartof>E3S web of conferences, 2023-01, Vol.402, p.12010</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2270-2357799a4ba232e287da9ece723cf4648aa84eebd0bedf467e66ae740c26143b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><contributor>Tanaino, I.</contributor><contributor>Dzholdosheva, T.</contributor><creatorcontrib>Razuvaev, D.A.</creatorcontrib><creatorcontrib>Lanis, A.L.</creatorcontrib><creatorcontrib>Chakhlov, M.G.</creatorcontrib><creatorcontrib>Nagaev, E.I.</creatorcontrib><title>Principles for positioning a capillary barrier made of injected mortar in the earth bed</title><title>E3S web of conferences</title><description>The paper formulates a condition for transferring an “open” freezing system into a “closed” one and proposes calculation criteria for creating a capillary barrier. The solution to the problem of capillary barrier location in the ground is obtained, which is based on linking the zone of intense moisture transfer to temperature isolines in the freezing massif. Several existing solutions for determining the temperature field diagram in the road structure at the time of maximum freezing have been considered. A general algorithm for solving the problem of capillary barrier location in the earth bed has been compiled. To verify the obtained solutions, a series of laboratory tests were carried out to determine the magnitude of moisture accumulation and frost heave of sandy loam and loam samples with plasticity number from 0.05 to 0.13 with different location of capillary barrier relative to frost zone.</description><issn>2267-1242</issn><issn>2267-1242</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNpNkMtOwzAQRS0EElXpH7DwD4TaYzdOlqjiUakSLEAsrYk9aV2lcWRnw98TaIW6mjt3cXR1GLuX4kGKlVySyi727RIEKC1AgpDiis0ASlNI0HB9kW_ZIueDEELCqtJCz9jXewq9C0NHmbcx8SHmMIbYh37HkTscQtdh-uYNphQo8SN64rHloT-QG8nzY0wjpunn4544YRr3vCF_x25a7DItznfOPp-fPtavxfbtZbN-3BYOwIgC1MqYukbdICggqIzHmhwZUK7Vpa4QK03UeDExp8JQWSIZLRyUUqtGzdnmxPURD3ZI4TittRGD_Sti2tlpUnAdWV9qbXTlvDdGK4NNaeoWK6Og8VChn1j6xHIp5pyo_edJYX9d27Nre-la_QA4b3Ot</recordid><startdate>20230101</startdate><enddate>20230101</enddate><creator>Razuvaev, D.A.</creator><creator>Lanis, A.L.</creator><creator>Chakhlov, M.G.</creator><creator>Nagaev, E.I.</creator><general>EDP Sciences</general><scope>AAYXX</scope><scope>CITATION</scope><scope>DOA</scope></search><sort><creationdate>20230101</creationdate><title>Principles for positioning a capillary barrier made of injected mortar in the earth bed</title><author>Razuvaev, D.A. ; Lanis, A.L. ; Chakhlov, M.G. ; Nagaev, E.I.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2270-2357799a4ba232e287da9ece723cf4648aa84eebd0bedf467e66ae740c26143b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Razuvaev, D.A.</creatorcontrib><creatorcontrib>Lanis, A.L.</creatorcontrib><creatorcontrib>Chakhlov, M.G.</creatorcontrib><creatorcontrib>Nagaev, E.I.</creatorcontrib><collection>CrossRef</collection><collection>Directory of Open Access Journals</collection><jtitle>E3S web of conferences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Razuvaev, D.A.</au><au>Lanis, A.L.</au><au>Chakhlov, M.G.</au><au>Nagaev, E.I.</au><au>Tanaino, I.</au><au>Dzholdosheva, T.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Principles for positioning a capillary barrier made of injected mortar in the earth bed</atitle><jtitle>E3S web of conferences</jtitle><date>2023-01-01</date><risdate>2023</risdate><volume>402</volume><spage>12010</spage><pages>12010-</pages><issn>2267-1242</issn><eissn>2267-1242</eissn><abstract>The paper formulates a condition for transferring an “open” freezing system into a “closed” one and proposes calculation criteria for creating a capillary barrier. The solution to the problem of capillary barrier location in the ground is obtained, which is based on linking the zone of intense moisture transfer to temperature isolines in the freezing massif. Several existing solutions for determining the temperature field diagram in the road structure at the time of maximum freezing have been considered. A general algorithm for solving the problem of capillary barrier location in the earth bed has been compiled. To verify the obtained solutions, a series of laboratory tests were carried out to determine the magnitude of moisture accumulation and frost heave of sandy loam and loam samples with plasticity number from 0.05 to 0.13 with different location of capillary barrier relative to frost zone.</abstract><pub>EDP Sciences</pub><doi>10.1051/e3sconf/202340212010</doi><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2267-1242
ispartof E3S web of conferences, 2023-01, Vol.402, p.12010
issn 2267-1242
2267-1242
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_d644748cdd77437ab679fa8732bd28ad
source Publicly Available Content (ProQuest)
title Principles for positioning a capillary barrier made of injected mortar in the earth bed
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T19%3A59%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-doaj_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Principles%20for%20positioning%20a%20capillary%20barrier%20made%20of%20injected%20mortar%20in%20the%20earth%20bed&rft.jtitle=E3S%20web%20of%20conferences&rft.au=Razuvaev,%20D.A.&rft.date=2023-01-01&rft.volume=402&rft.spage=12010&rft.pages=12010-&rft.issn=2267-1242&rft.eissn=2267-1242&rft_id=info:doi/10.1051/e3sconf/202340212010&rft_dat=%3Cdoaj_cross%3Eoai_doaj_org_article_d644748cdd77437ab679fa8732bd28ad%3C/doaj_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c2270-2357799a4ba232e287da9ece723cf4648aa84eebd0bedf467e66ae740c26143b3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true