Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil
In this study, the effects of waste marble powder and magnesium phosphate cement on the properties of soil were investigated. The incorporation of waste marble powder (MP) and (MPC) magnesium phosphate cement as a novel additive, lead the significant environmental and economic contributions in soil...
Gespeichert in:
| Veröffentlicht in: | International journal of geosynthetics and ground engineering 2020, Vol.6 (2), Article 31 |
|---|---|
| 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 | 2 |
| container_start_page | |
| container_title | International journal of geosynthetics and ground engineering |
| container_volume | 6 |
| creator | Rai, Partab Pei, Huafu Meng, Fanhua Ahmad, Mahmood |
| description | In this study, the effects of waste marble powder and magnesium phosphate cement on the properties of soil were investigated. The incorporation of waste marble powder (MP) and (MPC) magnesium phosphate cement as a novel additive, lead the significant environmental and economic contributions in soil stabilization. The key properties of natural soil were extracted and several tests, such as specific gravity, Atterberg limits, sieve analysis, unconfined compression strength test, Direct shear box test, modified Proctor test, California bearing ratio, and Scanning electron microscopy test were performed on soil samples prepared with different percentages of MPC and MP, i.e. 0%, 2.5%, 5%, 7.5% and 0%, 5%, 10%, 15%, respectively. An unconfined strength test was used to obtain desired comprehensive strengths following 7, 14, 28 days of curing time. The overall experimental results revealed that MP and MPC can be added to enhance the stability of the soil. While usability and effectiveness of MPC and MP are cost-effective and eco-friendly as the substitution of natural soil for deep foundations. |
| doi_str_mv | 10.1007/s40891-020-00212-3 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2411123608</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2411123608</sourcerecordid><originalsourceid>FETCH-LOGICAL-c358t-b6863bcbe427e09b697d0f40ebe5262b59f09c8052d723cb7158031511566153</originalsourceid><addsrcrecordid>eNp9UMtOwzAQjBBIVKU_wMkS58DaTpz4iKIClYpAopytPDaNqyRObRcEX09CEdw47c5qZnZ3guCSwjUFSG5cBKmkITAIARhlIT8JZoxKGUqWyNPfXsB5sHBuBxMrSoCJWbB_9brVn7nXpiemJo-5LVokz-a9Qkvyvhon2x6dPnTkuTFuaHKPJMMOe09qY8mqG6x50_2W-AbJst_qHtFOOGtym5d-BM7r0k3uL0a3F8FZnbcOFz91HmzulpvsIVw_3a-y23VY8jj1YSFSwYuywIglCLIQMqmgjgALjJlgRSxrkGUKMasSxssioXEKnMaUxkLQmM-Dq6PteN7-gM6rnTnYftyoWEQpZVxAOrLYkVVa45zFWg1Wd7n9UBTUFK46hqvGcNV3uIqPIn4UuWF6FO2f9T-qLw_gfD8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2411123608</pqid></control><display><type>article</type><title>Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil</title><source>SpringerLink Journals</source><creator>Rai, Partab ; Pei, Huafu ; Meng, Fanhua ; Ahmad, Mahmood</creator><creatorcontrib>Rai, Partab ; Pei, Huafu ; Meng, Fanhua ; Ahmad, Mahmood</creatorcontrib><description>In this study, the effects of waste marble powder and magnesium phosphate cement on the properties of soil were investigated. The incorporation of waste marble powder (MP) and (MPC) magnesium phosphate cement as a novel additive, lead the significant environmental and economic contributions in soil stabilization. The key properties of natural soil were extracted and several tests, such as specific gravity, Atterberg limits, sieve analysis, unconfined compression strength test, Direct shear box test, modified Proctor test, California bearing ratio, and Scanning electron microscopy test were performed on soil samples prepared with different percentages of MPC and MP, i.e. 0%, 2.5%, 5%, 7.5% and 0%, 5%, 10%, 15%, respectively. An unconfined strength test was used to obtain desired comprehensive strengths following 7, 14, 28 days of curing time. The overall experimental results revealed that MP and MPC can be added to enhance the stability of the soil. While usability and effectiveness of MPC and MP are cost-effective and eco-friendly as the substitution of natural soil for deep foundations.</description><identifier>ISSN: 2199-9260</identifier><identifier>EISSN: 2199-9279</identifier><identifier>DOI: 10.1007/s40891-020-00212-3</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Building Materials ; California bearing ratio ; Compression tests ; Compressive strength ; Economic impact ; Engineering ; Environmental Science and Engineering ; Foundations ; Geoengineering ; Hydraulics ; Magnesium phosphate ; Marble ; Materials and Processes for Ground Engineering Infrastructure ; Original Paper ; Penetration tests ; Sieve analysis ; Soil investigations ; Soil properties ; Soil stability ; Soil stabilization ; Soil testing ; Soils ; Specific gravity</subject><ispartof>International journal of geosynthetics and ground engineering, 2020, Vol.6 (2), Article 31</ispartof><rights>Springer Nature Switzerland AG 2020</rights><rights>Springer Nature Switzerland AG 2020.</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c358t-b6863bcbe427e09b697d0f40ebe5262b59f09c8052d723cb7158031511566153</citedby><cites>FETCH-LOGICAL-c358t-b6863bcbe427e09b697d0f40ebe5262b59f09c8052d723cb7158031511566153</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s40891-020-00212-3$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s40891-020-00212-3$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,777,781,27905,27906,41469,42538,51300</link.rule.ids></links><search><creatorcontrib>Rai, Partab</creatorcontrib><creatorcontrib>Pei, Huafu</creatorcontrib><creatorcontrib>Meng, Fanhua</creatorcontrib><creatorcontrib>Ahmad, Mahmood</creatorcontrib><title>Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil</title><title>International journal of geosynthetics and ground engineering</title><addtitle>Int. J. of Geosynth. and Ground Eng</addtitle><description>In this study, the effects of waste marble powder and magnesium phosphate cement on the properties of soil were investigated. The incorporation of waste marble powder (MP) and (MPC) magnesium phosphate cement as a novel additive, lead the significant environmental and economic contributions in soil stabilization. The key properties of natural soil were extracted and several tests, such as specific gravity, Atterberg limits, sieve analysis, unconfined compression strength test, Direct shear box test, modified Proctor test, California bearing ratio, and Scanning electron microscopy test were performed on soil samples prepared with different percentages of MPC and MP, i.e. 0%, 2.5%, 5%, 7.5% and 0%, 5%, 10%, 15%, respectively. An unconfined strength test was used to obtain desired comprehensive strengths following 7, 14, 28 days of curing time. The overall experimental results revealed that MP and MPC can be added to enhance the stability of the soil. While usability and effectiveness of MPC and MP are cost-effective and eco-friendly as the substitution of natural soil for deep foundations.</description><subject>Building Materials</subject><subject>California bearing ratio</subject><subject>Compression tests</subject><subject>Compressive strength</subject><subject>Economic impact</subject><subject>Engineering</subject><subject>Environmental Science and Engineering</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Hydraulics</subject><subject>Magnesium phosphate</subject><subject>Marble</subject><subject>Materials and Processes for Ground Engineering Infrastructure</subject><subject>Original Paper</subject><subject>Penetration tests</subject><subject>Sieve analysis</subject><subject>Soil investigations</subject><subject>Soil properties</subject><subject>Soil stability</subject><subject>Soil stabilization</subject><subject>Soil testing</subject><subject>Soils</subject><subject>Specific gravity</subject><issn>2199-9260</issn><issn>2199-9279</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9UMtOwzAQjBBIVKU_wMkS58DaTpz4iKIClYpAopytPDaNqyRObRcEX09CEdw47c5qZnZ3guCSwjUFSG5cBKmkITAIARhlIT8JZoxKGUqWyNPfXsB5sHBuBxMrSoCJWbB_9brVn7nXpiemJo-5LVokz-a9Qkvyvhon2x6dPnTkuTFuaHKPJMMOe09qY8mqG6x50_2W-AbJst_qHtFOOGtym5d-BM7r0k3uL0a3F8FZnbcOFz91HmzulpvsIVw_3a-y23VY8jj1YSFSwYuywIglCLIQMqmgjgALjJlgRSxrkGUKMasSxssioXEKnMaUxkLQmM-Dq6PteN7-gM6rnTnYftyoWEQpZVxAOrLYkVVa45zFWg1Wd7n9UBTUFK46hqvGcNV3uIqPIn4UuWF6FO2f9T-qLw_gfD8</recordid><startdate>2020</startdate><enddate>2020</enddate><creator>Rai, Partab</creator><creator>Pei, Huafu</creator><creator>Meng, Fanhua</creator><creator>Ahmad, Mahmood</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>2020</creationdate><title>Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil</title><author>Rai, Partab ; Pei, Huafu ; Meng, Fanhua ; Ahmad, Mahmood</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c358t-b6863bcbe427e09b697d0f40ebe5262b59f09c8052d723cb7158031511566153</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Building Materials</topic><topic>California bearing ratio</topic><topic>Compression tests</topic><topic>Compressive strength</topic><topic>Economic impact</topic><topic>Engineering</topic><topic>Environmental Science and Engineering</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Hydraulics</topic><topic>Magnesium phosphate</topic><topic>Marble</topic><topic>Materials and Processes for Ground Engineering Infrastructure</topic><topic>Original Paper</topic><topic>Penetration tests</topic><topic>Sieve analysis</topic><topic>Soil investigations</topic><topic>Soil properties</topic><topic>Soil stability</topic><topic>Soil stabilization</topic><topic>Soil testing</topic><topic>Soils</topic><topic>Specific gravity</topic><toplevel>online_resources</toplevel><creatorcontrib>Rai, Partab</creatorcontrib><creatorcontrib>Pei, Huafu</creatorcontrib><creatorcontrib>Meng, Fanhua</creatorcontrib><creatorcontrib>Ahmad, Mahmood</creatorcontrib><collection>CrossRef</collection><jtitle>International journal of geosynthetics and ground engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Rai, Partab</au><au>Pei, Huafu</au><au>Meng, Fanhua</au><au>Ahmad, Mahmood</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil</atitle><jtitle>International journal of geosynthetics and ground engineering</jtitle><stitle>Int. J. of Geosynth. and Ground Eng</stitle><date>2020</date><risdate>2020</risdate><volume>6</volume><issue>2</issue><artnum>31</artnum><issn>2199-9260</issn><eissn>2199-9279</eissn><abstract>In this study, the effects of waste marble powder and magnesium phosphate cement on the properties of soil were investigated. The incorporation of waste marble powder (MP) and (MPC) magnesium phosphate cement as a novel additive, lead the significant environmental and economic contributions in soil stabilization. The key properties of natural soil were extracted and several tests, such as specific gravity, Atterberg limits, sieve analysis, unconfined compression strength test, Direct shear box test, modified Proctor test, California bearing ratio, and Scanning electron microscopy test were performed on soil samples prepared with different percentages of MPC and MP, i.e. 0%, 2.5%, 5%, 7.5% and 0%, 5%, 10%, 15%, respectively. An unconfined strength test was used to obtain desired comprehensive strengths following 7, 14, 28 days of curing time. The overall experimental results revealed that MP and MPC can be added to enhance the stability of the soil. While usability and effectiveness of MPC and MP are cost-effective and eco-friendly as the substitution of natural soil for deep foundations.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s40891-020-00212-3</doi></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 2199-9260 |
| ispartof | International journal of geosynthetics and ground engineering, 2020, Vol.6 (2), Article 31 |
| issn | 2199-9260 2199-9279 |
| language | eng |
| recordid | cdi_proquest_journals_2411123608 |
| source | SpringerLink Journals |
| subjects | Building Materials California bearing ratio Compression tests Compressive strength Economic impact Engineering Environmental Science and Engineering Foundations Geoengineering Hydraulics Magnesium phosphate Marble Materials and Processes for Ground Engineering Infrastructure Original Paper Penetration tests Sieve analysis Soil investigations Soil properties Soil stability Soil stabilization Soil testing Soils Specific gravity |
| title | Utilization of Marble Powder and Magnesium Phosphate Cement for Improving the Engineering Characteristics of Soil |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-20T03%3A25%3A06IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Utilization%20of%20Marble%20Powder%20and%20Magnesium%20Phosphate%20Cement%20for%20Improving%20the%20Engineering%20Characteristics%20of%20Soil&rft.jtitle=International%20journal%20of%20geosynthetics%20and%20ground%20engineering&rft.au=Rai,%20Partab&rft.date=2020&rft.volume=6&rft.issue=2&rft.artnum=31&rft.issn=2199-9260&rft.eissn=2199-9279&rft_id=info:doi/10.1007/s40891-020-00212-3&rft_dat=%3Cproquest_cross%3E2411123608%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2411123608&rft_id=info:pmid/&rfr_iscdi=true |