Similar simulation experiment of expressway tunnel in karst area

•Tunnel lining and the surrounding limestone rock were studied by similarity theory and orthogonal tests.•The design, structure, and manufacturing methods for lining, test device, and karst cave were studied.•Different test cases were designed to analyze the parameters of the designed model.•The des...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Construction & building materials 2018-07, Vol.176, p.1-13
Hauptverfasser: Tian, Qingyan, Zhang, Jiantong, Zhang, Yanlong
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 13
container_issue
container_start_page 1
container_title Construction & building materials
container_volume 176
creator Tian, Qingyan
Zhang, Jiantong
Zhang, Yanlong
description •Tunnel lining and the surrounding limestone rock were studied by similarity theory and orthogonal tests.•The design, structure, and manufacturing methods for lining, test device, and karst cave were studied.•Different test cases were designed to analyze the parameters of the designed model.•The designed model satisfies the constraints, simulates the rainfall conditions.•The designed model can be used to simulate the effect of karst cave on the tunnel. According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content.
doi_str_mv 10.1016/j.conbuildmat.2018.04.209
format Article
fullrecord <record><control><sourceid>gale_cross</sourceid><recordid>TN_cdi_gale_infotracmisc_A546648598</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A546648598</galeid><els_id>S0950061818310262</els_id><sourcerecordid>A546648598</sourcerecordid><originalsourceid>FETCH-LOGICAL-c378t-eae9569dd7e54cbe77b6d7c13ea13cdd423ca74a26e49a411f01f0c720bb94693</originalsourceid><addsrcrecordid>eNqNkUFr3DAQhUVJoZu0_8Gh19iVbFm2bg1L0hYCPbQ9i7E03s7GloMkJ82_r5btIYE9FAkeEt8bmPcYuxS8ElyoT_vKLn5YaXIzpKrmoq-4zKrfsI3oO13ytlZnbMN1y0uuRP-Once455yrWtUb9vkHzTRBKCLN6wSJFl_gnwcMNKNPxTIeXgFjfILnIq3e41SQL-4hxFRAQHjP3o4wRfzwTy_Yr9ubn9uv5d33L9-213elbbo-lQioW6Wd67CVdsCuG5TrrGgQRGOdk3VjoZNQK5QapBAjz9d2NR8GLZVuLtjH49wdTGjIj0sKYGeK1ly3UinZt7rPVHmC2qHHANPicaT8_YqvTvD5OJzJnjRcvTAMaySfwyEfafc7xR2sMb7G9RG3YYkx4GgecrIQno3g5lCg2ZsXBZpDgYbLrIeNt0cv5lgfCYOJltBbdBTQJuMW-o8pfwEOM6nv</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Similar simulation experiment of expressway tunnel in karst area</title><source>Elsevier ScienceDirect Journals</source><creator>Tian, Qingyan ; Zhang, Jiantong ; Zhang, Yanlong</creator><creatorcontrib>Tian, Qingyan ; Zhang, Jiantong ; Zhang, Yanlong</creatorcontrib><description>•Tunnel lining and the surrounding limestone rock were studied by similarity theory and orthogonal tests.•The design, structure, and manufacturing methods for lining, test device, and karst cave were studied.•Different test cases were designed to analyze the parameters of the designed model.•The designed model satisfies the constraints, simulates the rainfall conditions.•The designed model can be used to simulate the effect of karst cave on the tunnel. According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2018.04.209</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Equipment and supplies ; Experimental model design ; Expressway tunnel ; Groundwater ; Instruments (Equipment) ; Karst cave ; Mixtures ratio ; Orthogonal test ; Similarity theory ; Tunnel construction</subject><ispartof>Construction &amp; building materials, 2018-07, Vol.176, p.1-13</ispartof><rights>2018 Elsevier Ltd</rights><rights>COPYRIGHT 2018 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c378t-eae9569dd7e54cbe77b6d7c13ea13cdd423ca74a26e49a411f01f0c720bb94693</citedby><cites>FETCH-LOGICAL-c378t-eae9569dd7e54cbe77b6d7c13ea13cdd423ca74a26e49a411f01f0c720bb94693</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.conbuildmat.2018.04.209$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,45974</link.rule.ids></links><search><creatorcontrib>Tian, Qingyan</creatorcontrib><creatorcontrib>Zhang, Jiantong</creatorcontrib><creatorcontrib>Zhang, Yanlong</creatorcontrib><title>Similar simulation experiment of expressway tunnel in karst area</title><title>Construction &amp; building materials</title><description>•Tunnel lining and the surrounding limestone rock were studied by similarity theory and orthogonal tests.•The design, structure, and manufacturing methods for lining, test device, and karst cave were studied.•Different test cases were designed to analyze the parameters of the designed model.•The designed model satisfies the constraints, simulates the rainfall conditions.•The designed model can be used to simulate the effect of karst cave on the tunnel. According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content.</description><subject>Analysis</subject><subject>Equipment and supplies</subject><subject>Experimental model design</subject><subject>Expressway tunnel</subject><subject>Groundwater</subject><subject>Instruments (Equipment)</subject><subject>Karst cave</subject><subject>Mixtures ratio</subject><subject>Orthogonal test</subject><subject>Similarity theory</subject><subject>Tunnel construction</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkUFr3DAQhUVJoZu0_8Gh19iVbFm2bg1L0hYCPbQ9i7E03s7GloMkJ82_r5btIYE9FAkeEt8bmPcYuxS8ElyoT_vKLn5YaXIzpKrmoq-4zKrfsI3oO13ytlZnbMN1y0uuRP-Once455yrWtUb9vkHzTRBKCLN6wSJFl_gnwcMNKNPxTIeXgFjfILnIq3e41SQL-4hxFRAQHjP3o4wRfzwTy_Yr9ubn9uv5d33L9-213elbbo-lQioW6Wd67CVdsCuG5TrrGgQRGOdk3VjoZNQK5QapBAjz9d2NR8GLZVuLtjH49wdTGjIj0sKYGeK1ly3UinZt7rPVHmC2qHHANPicaT8_YqvTvD5OJzJnjRcvTAMaySfwyEfafc7xR2sMb7G9RG3YYkx4GgecrIQno3g5lCg2ZsXBZpDgYbLrIeNt0cv5lgfCYOJltBbdBTQJuMW-o8pfwEOM6nv</recordid><startdate>20180710</startdate><enddate>20180710</enddate><creator>Tian, Qingyan</creator><creator>Zhang, Jiantong</creator><creator>Zhang, Yanlong</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20180710</creationdate><title>Similar simulation experiment of expressway tunnel in karst area</title><author>Tian, Qingyan ; Zhang, Jiantong ; Zhang, Yanlong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c378t-eae9569dd7e54cbe77b6d7c13ea13cdd423ca74a26e49a411f01f0c720bb94693</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Analysis</topic><topic>Equipment and supplies</topic><topic>Experimental model design</topic><topic>Expressway tunnel</topic><topic>Groundwater</topic><topic>Instruments (Equipment)</topic><topic>Karst cave</topic><topic>Mixtures ratio</topic><topic>Orthogonal test</topic><topic>Similarity theory</topic><topic>Tunnel construction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tian, Qingyan</creatorcontrib><creatorcontrib>Zhang, Jiantong</creatorcontrib><creatorcontrib>Zhang, Yanlong</creatorcontrib><collection>CrossRef</collection><collection>Gale_Business Insights: Global</collection><collection>Business Insights: Essentials</collection><jtitle>Construction &amp; building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tian, Qingyan</au><au>Zhang, Jiantong</au><au>Zhang, Yanlong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Similar simulation experiment of expressway tunnel in karst area</atitle><jtitle>Construction &amp; building materials</jtitle><date>2018-07-10</date><risdate>2018</risdate><volume>176</volume><spage>1</spage><epage>13</epage><pages>1-13</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•Tunnel lining and the surrounding limestone rock were studied by similarity theory and orthogonal tests.•The design, structure, and manufacturing methods for lining, test device, and karst cave were studied.•Different test cases were designed to analyze the parameters of the designed model.•The designed model satisfies the constraints, simulates the rainfall conditions.•The designed model can be used to simulate the effect of karst cave on the tunnel. According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2018.04.209</doi><tpages>13</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0950-0618
ispartof Construction & building materials, 2018-07, Vol.176, p.1-13
issn 0950-0618
1879-0526
language eng
recordid cdi_gale_infotracmisc_A546648598
source Elsevier ScienceDirect Journals
subjects Analysis
Equipment and supplies
Experimental model design
Expressway tunnel
Groundwater
Instruments (Equipment)
Karst cave
Mixtures ratio
Orthogonal test
Similarity theory
Tunnel construction
title Similar simulation experiment of expressway tunnel in karst area
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-22T17%3A11%3A31IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Similar%20simulation%20experiment%20of%20expressway%20tunnel%20in%20karst%20area&rft.jtitle=Construction%20&%20building%20materials&rft.au=Tian,%20Qingyan&rft.date=2018-07-10&rft.volume=176&rft.spage=1&rft.epage=13&rft.pages=1-13&rft.issn=0950-0618&rft.eissn=1879-0526&rft_id=info:doi/10.1016/j.conbuildmat.2018.04.209&rft_dat=%3Cgale_cross%3EA546648598%3C/gale_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_galeid=A546648598&rft_els_id=S0950061818310262&rfr_iscdi=true