Effectiveness of jet grouting method for soil base strengthening
This paper examines the effectiveness of technology using jet grouting. This technology is commonly used to strengthening the weak soil bases of buildings in dense urban areas. The paper presents the calculation research methodology and results of the effectiveness of this method on the example of s...
Gespeichert in:
| Veröffentlicht in: | Stroitel'stvo unikal'nyh zdanij i sooruhenij 2017-04 (5), p.56 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 5 |
| container_start_page | 56 |
| container_title | Stroitel'stvo unikal'nyh zdanij i sooruhenij |
| container_volume | |
| creator | Sokolov, V A Strakhov, D A Sinyakov, L N Garmanov, G V |
| description | This paper examines the effectiveness of technology using jet grouting. This technology is commonly used to strengthening the weak soil bases of buildings in dense urban areas. The paper presents the calculation research methodology and results of the effectiveness of this method on the example of shopping malls in St. Petersburg. Frame type buildings, having numerous cracks in the floor slabs, are considered. Bearing elements of these buildings are the columns, based on the individual pile foundations. Concrete floor slabs are supported by soil base. In the calculations, the soil base was modeled by volumetric finite elements and concrete floor slabs-by plate finite elements. Cement-soil elements (pillars) were modeled also by volumetric finite elements with different deformation modulus. It can be concluded from the calculation results that the above technique is effective in the presence of the weak soil layers and the increase in the modulus of cement-soil elements more than 400 MPa is impractical. |
| format | Article |
| fullrecord | <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_journals_1922871798</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1922871798</sourcerecordid><originalsourceid>FETCH-proquest_journals_19228717983</originalsourceid><addsrcrecordid>eNqNys0KgkAUQOEhCJLyHS60FuZHU3dBGD1Ae7G6ow42U3OvPX8ueoBWZ3G-lUi0kXl20HWxESmRk1Iqowuj8kQcG2vxzuMHPRJBsOCQoY9h5tH38EQewgNsiEBhnODWEQJxRN_zgH4hO7G23USY_roV-3NzPV2yVwzvGYlbF-bol9WqWuuqVGVdmf_UF201OZc</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1922871798</pqid></control><display><type>article</type><title>Effectiveness of jet grouting method for soil base strengthening</title><source>EZB-FREE-00999 freely available EZB journals</source><creator>Sokolov, V A ; Strakhov, D A ; Sinyakov, L N ; Garmanov, G V</creator><creatorcontrib>Sokolov, V A ; Strakhov, D A ; Sinyakov, L N ; Garmanov, G V</creatorcontrib><description>This paper examines the effectiveness of technology using jet grouting. This technology is commonly used to strengthening the weak soil bases of buildings in dense urban areas. The paper presents the calculation research methodology and results of the effectiveness of this method on the example of shopping malls in St. Petersburg. Frame type buildings, having numerous cracks in the floor slabs, are considered. Bearing elements of these buildings are the columns, based on the individual pile foundations. Concrete floor slabs are supported by soil base. In the calculations, the soil base was modeled by volumetric finite elements and concrete floor slabs-by plate finite elements. Cement-soil elements (pillars) were modeled also by volumetric finite elements with different deformation modulus. It can be concluded from the calculation results that the above technique is effective in the presence of the weak soil layers and the increase in the modulus of cement-soil elements more than 400 MPa is impractical.</description><identifier>EISSN: 2304-6295</identifier><language>eng</language><publisher>St. Petersburg: Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University</publisher><subject>Buildings ; Columns (structural) ; Concrete floors ; Cracks ; Jet grouting ; Mathematical models ; Modulus of deformation ; Pile foundations ; Pillars ; Shopping malls ; Slabs ; Soil layers ; Soil strength ; Technology utilization ; Underground construction ; Urban areas</subject><ispartof>Stroitel'stvo unikal'nyh zdanij i sooruhenij, 2017-04 (5), p.56</ispartof><rights>Copyright Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University 2017</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784</link.rule.ids></links><search><creatorcontrib>Sokolov, V A</creatorcontrib><creatorcontrib>Strakhov, D A</creatorcontrib><creatorcontrib>Sinyakov, L N</creatorcontrib><creatorcontrib>Garmanov, G V</creatorcontrib><title>Effectiveness of jet grouting method for soil base strengthening</title><title>Stroitel'stvo unikal'nyh zdanij i sooruhenij</title><description>This paper examines the effectiveness of technology using jet grouting. This technology is commonly used to strengthening the weak soil bases of buildings in dense urban areas. The paper presents the calculation research methodology and results of the effectiveness of this method on the example of shopping malls in St. Petersburg. Frame type buildings, having numerous cracks in the floor slabs, are considered. Bearing elements of these buildings are the columns, based on the individual pile foundations. Concrete floor slabs are supported by soil base. In the calculations, the soil base was modeled by volumetric finite elements and concrete floor slabs-by plate finite elements. Cement-soil elements (pillars) were modeled also by volumetric finite elements with different deformation modulus. It can be concluded from the calculation results that the above technique is effective in the presence of the weak soil layers and the increase in the modulus of cement-soil elements more than 400 MPa is impractical.</description><subject>Buildings</subject><subject>Columns (structural)</subject><subject>Concrete floors</subject><subject>Cracks</subject><subject>Jet grouting</subject><subject>Mathematical models</subject><subject>Modulus of deformation</subject><subject>Pile foundations</subject><subject>Pillars</subject><subject>Shopping malls</subject><subject>Slabs</subject><subject>Soil layers</subject><subject>Soil strength</subject><subject>Technology utilization</subject><subject>Underground construction</subject><subject>Urban areas</subject><issn>2304-6295</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNys0KgkAUQOEhCJLyHS60FuZHU3dBGD1Ae7G6ow42U3OvPX8ueoBWZ3G-lUi0kXl20HWxESmRk1Iqowuj8kQcG2vxzuMHPRJBsOCQoY9h5tH38EQewgNsiEBhnODWEQJxRN_zgH4hO7G23USY_roV-3NzPV2yVwzvGYlbF-bol9WqWuuqVGVdmf_UF201OZc</recordid><startdate>20170401</startdate><enddate>20170401</enddate><creator>Sokolov, V A</creator><creator>Strakhov, D A</creator><creator>Sinyakov, L N</creator><creator>Garmanov, G V</creator><general>Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University</general><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BYOGL</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20170401</creationdate><title>Effectiveness of jet grouting method for soil base strengthening</title><author>Sokolov, V A ; Strakhov, D A ; Sinyakov, L N ; Garmanov, G V</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_journals_19228717983</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Buildings</topic><topic>Columns (structural)</topic><topic>Concrete floors</topic><topic>Cracks</topic><topic>Jet grouting</topic><topic>Mathematical models</topic><topic>Modulus of deformation</topic><topic>Pile foundations</topic><topic>Pillars</topic><topic>Shopping malls</topic><topic>Slabs</topic><topic>Soil layers</topic><topic>Soil strength</topic><topic>Technology utilization</topic><topic>Underground construction</topic><topic>Urban areas</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sokolov, V A</creatorcontrib><creatorcontrib>Strakhov, D A</creatorcontrib><creatorcontrib>Sinyakov, L N</creatorcontrib><creatorcontrib>Garmanov, G V</creatorcontrib><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection (ProQuest)</collection><collection>East Europe, Central Europe Database</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Stroitel'stvo unikal'nyh zdanij i sooruhenij</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sokolov, V A</au><au>Strakhov, D A</au><au>Sinyakov, L N</au><au>Garmanov, G V</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effectiveness of jet grouting method for soil base strengthening</atitle><jtitle>Stroitel'stvo unikal'nyh zdanij i sooruhenij</jtitle><date>2017-04-01</date><risdate>2017</risdate><issue>5</issue><spage>56</spage><pages>56-</pages><eissn>2304-6295</eissn><abstract>This paper examines the effectiveness of technology using jet grouting. This technology is commonly used to strengthening the weak soil bases of buildings in dense urban areas. The paper presents the calculation research methodology and results of the effectiveness of this method on the example of shopping malls in St. Petersburg. Frame type buildings, having numerous cracks in the floor slabs, are considered. Bearing elements of these buildings are the columns, based on the individual pile foundations. Concrete floor slabs are supported by soil base. In the calculations, the soil base was modeled by volumetric finite elements and concrete floor slabs-by plate finite elements. Cement-soil elements (pillars) were modeled also by volumetric finite elements with different deformation modulus. It can be concluded from the calculation results that the above technique is effective in the presence of the weak soil layers and the increase in the modulus of cement-soil elements more than 400 MPa is impractical.</abstract><cop>St. Petersburg</cop><pub>Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University</pub><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | EISSN: 2304-6295 |
| ispartof | Stroitel'stvo unikal'nyh zdanij i sooruhenij, 2017-04 (5), p.56 |
| issn | 2304-6295 |
| language | eng |
| recordid | cdi_proquest_journals_1922871798 |
| source | EZB-FREE-00999 freely available EZB journals |
| subjects | Buildings Columns (structural) Concrete floors Cracks Jet grouting Mathematical models Modulus of deformation Pile foundations Pillars Shopping malls Slabs Soil layers Soil strength Technology utilization Underground construction Urban areas |
| title | Effectiveness of jet grouting method for soil base strengthening |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T08%3A42%3A48IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Effectiveness%20of%20jet%20grouting%20method%20for%20soil%20base%20strengthening&rft.jtitle=Stroitel'stvo%20unikal'nyh%20zdanij%20i%20sooruhenij&rft.au=Sokolov,%20V%20A&rft.date=2017-04-01&rft.issue=5&rft.spage=56&rft.pages=56-&rft.eissn=2304-6295&rft_id=info:doi/&rft_dat=%3Cproquest%3E1922871798%3C/proquest%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1922871798&rft_id=info:pmid/&rfr_iscdi=true |