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Effect of plastic fines on initial shear modulus of sand-clay mixtures
This paper presents the dynamic properties of sand-fines mixtures based on the results of undrained cyclic triaxial tests. The sand was obtained from Sabarmati River, and three types of fines F1 , F2 , and F3 were obtained from locally available fine grained soils i.e. Black cotton soil, Suddha soil...
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| Published in: | KSCE journal of civil engineering 2018, 22(1), , pp.73-82 |
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| Main Authors: | , |
| Format: | Article |
| Language: | English |
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| cited_by | cdi_FETCH-LOGICAL-c430t-a89f9870dbc4058e02e18e104346ede1fc04ca11706b2b0e8842ffe088a15ecb3 |
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| cites | cdi_FETCH-LOGICAL-c430t-a89f9870dbc4058e02e18e104346ede1fc04ca11706b2b0e8842ffe088a15ecb3 |
| container_end_page | 82 |
| container_issue | 1 |
| container_start_page | 73 |
| container_title | KSCE journal of civil engineering |
| container_volume | 22 |
| creator | Shivaprakash, B. G. Dinesh, S. V. |
| description | This paper presents the dynamic properties of sand-fines mixtures based on the results of undrained cyclic triaxial tests. The sand was obtained from Sabarmati River, and three types of fines
F1
,
F2
, and
F3
were obtained from locally available fine grained soils i.e. Black cotton soil, Suddha soil, and Bentonite soil. Sand-fines mixtures of wide range of plasticity from non-plastic to highly plastic mixture with
PI
= 86 were prepared using the fines passing 75 μ size. The initial shear moduli of all sand-fines mixtures are evaluated in terms of fines content, Plasticity Index (
IP
) and equivalent plasticity index (
IP
*) determined for soil passing 2 mm size IS Sieve. There is good correlation between the initial shear modulus of sand-fines mixtures and equivalent plasticity index (
IP
*) compared to Plasticity Index (
IP
). An empirical equation for obtaining initial shear modulus is formulated based on equivalent plasticity index and mean-effective stress. |
| doi_str_mv | 10.1007/s12205-017-1076-x |
| format | article |
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F1
,
F2
, and
F3
were obtained from locally available fine grained soils i.e. Black cotton soil, Suddha soil, and Bentonite soil. Sand-fines mixtures of wide range of plasticity from non-plastic to highly plastic mixture with
PI
= 86 were prepared using the fines passing 75 μ size. The initial shear moduli of all sand-fines mixtures are evaluated in terms of fines content, Plasticity Index (
IP
) and equivalent plasticity index (
IP
*) determined for soil passing 2 mm size IS Sieve. There is good correlation between the initial shear modulus of sand-fines mixtures and equivalent plasticity index (
IP
*) compared to Plasticity Index (
IP
). An empirical equation for obtaining initial shear modulus is formulated based on equivalent plasticity index and mean-effective stress.</description><identifier>ISSN: 1226-7988</identifier><identifier>EISSN: 1976-3808</identifier><identifier>DOI: 10.1007/s12205-017-1076-x</identifier><language>eng</language><publisher>Seoul: Korean Society of Civil Engineers</publisher><subject>Bentonite ; Civil Engineering ; Clay ; Cotton ; Earthquakes ; Empirical equations ; Engineering ; Equivalence ; Feasibility studies ; Fine-grained soils ; Fines ; Geotechnical Engineering ; Geotechnical Engineering & Applied Earth Sciences ; Industrial Pollution Prevention ; Laboratories ; Mathematical models ; Mixtures ; Particle size ; Plasticity ; Plasticity index ; Plastics ; Rivers ; Sand ; Shear modulus ; Shear strain ; Shear tests ; Soil ; Soil mixtures ; Soils ; Triaxial tests ; 토목공학</subject><ispartof>KSCE Journal of Civil Engineering, 2018, 22(1), , pp.73-82</ispartof><rights>Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2017</rights><rights>Copyright Springer Science & Business Media Jan 2018</rights><rights>Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2017.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c430t-a89f9870dbc4058e02e18e104346ede1fc04ca11706b2b0e8842ffe088a15ecb3</citedby><cites>FETCH-LOGICAL-c430t-a89f9870dbc4058e02e18e104346ede1fc04ca11706b2b0e8842ffe088a15ecb3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttps://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002292628$$DAccess content in National Research Foundation of Korea (NRF)$$Hfree_for_read</backlink></links><search><creatorcontrib>Shivaprakash, B. G.</creatorcontrib><creatorcontrib>Dinesh, S. V.</creatorcontrib><title>Effect of plastic fines on initial shear modulus of sand-clay mixtures</title><title>KSCE journal of civil engineering</title><addtitle>KSCE J Civ Eng</addtitle><description>This paper presents the dynamic properties of sand-fines mixtures based on the results of undrained cyclic triaxial tests. The sand was obtained from Sabarmati River, and three types of fines
F1
,
F2
, and
F3
were obtained from locally available fine grained soils i.e. Black cotton soil, Suddha soil, and Bentonite soil. Sand-fines mixtures of wide range of plasticity from non-plastic to highly plastic mixture with
PI
= 86 were prepared using the fines passing 75 μ size. The initial shear moduli of all sand-fines mixtures are evaluated in terms of fines content, Plasticity Index (
IP
) and equivalent plasticity index (
IP
*) determined for soil passing 2 mm size IS Sieve. There is good correlation between the initial shear modulus of sand-fines mixtures and equivalent plasticity index (
IP
*) compared to Plasticity Index (
IP
). An empirical equation for obtaining initial shear modulus is formulated based on equivalent plasticity index and mean-effective stress.</description><subject>Bentonite</subject><subject>Civil Engineering</subject><subject>Clay</subject><subject>Cotton</subject><subject>Earthquakes</subject><subject>Empirical equations</subject><subject>Engineering</subject><subject>Equivalence</subject><subject>Feasibility studies</subject><subject>Fine-grained soils</subject><subject>Fines</subject><subject>Geotechnical Engineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Industrial Pollution Prevention</subject><subject>Laboratories</subject><subject>Mathematical models</subject><subject>Mixtures</subject><subject>Particle size</subject><subject>Plasticity</subject><subject>Plasticity index</subject><subject>Plastics</subject><subject>Rivers</subject><subject>Sand</subject><subject>Shear modulus</subject><subject>Shear strain</subject><subject>Shear tests</subject><subject>Soil</subject><subject>Soil mixtures</subject><subject>Soils</subject><subject>Triaxial tests</subject><subject>토목공학</subject><issn>1226-7988</issn><issn>1976-3808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp9kTFPwzAQhS0EEhX0B7BZYmII3DlO44xV1UKlSkiozJbj2MVtmhQ7kdp_j0sYWOCWe8P3Tk_3CLlDeESA_CkgY5AlgHmCkE-S4wUZYRFFKkBcRs3YJMkLIa7JOIQtxElZLtJsRBZza43uaGvpoVahc5pa15hA24a6xnVO1TR8GOXpvq36ug9nMqimSnStTnTvjl3vTbglV1bVwYx_9g15X8zXs5dk9fq8nE1XieYpdIkShS1EDlWpOWTCADMoDAJP-cRUBq0GrhViDpOSlWCE4CzmAyEUZkaX6Q15GO423sqddrJV7ntvWrnzcvq2XkqGImNpHtn7gT349rM3oZPbtvdNjCdZgUWaMYb4HxVfKDLBC8YjhQOlfRuCN1YevNsrf5II8tyBHDqQsQN57kAeo4cNnhDZZmP8r8t_mr4Avg-Heg</recordid><startdate>2018</startdate><enddate>2018</enddate><creator>Shivaprakash, B. G.</creator><creator>Dinesh, S. V.</creator><general>Korean Society of Civil Engineers</general><general>Springer Nature B.V</general><general>대한토목학회</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>ACYCR</scope></search><sort><creationdate>2018</creationdate><title>Effect of plastic fines on initial shear modulus of sand-clay mixtures</title><author>Shivaprakash, B. G. ; Dinesh, S. V.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c430t-a89f9870dbc4058e02e18e104346ede1fc04ca11706b2b0e8842ffe088a15ecb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Bentonite</topic><topic>Civil Engineering</topic><topic>Clay</topic><topic>Cotton</topic><topic>Earthquakes</topic><topic>Empirical equations</topic><topic>Engineering</topic><topic>Equivalence</topic><topic>Feasibility studies</topic><topic>Fine-grained soils</topic><topic>Fines</topic><topic>Geotechnical Engineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Industrial Pollution Prevention</topic><topic>Laboratories</topic><topic>Mathematical models</topic><topic>Mixtures</topic><topic>Particle size</topic><topic>Plasticity</topic><topic>Plasticity index</topic><topic>Plastics</topic><topic>Rivers</topic><topic>Sand</topic><topic>Shear modulus</topic><topic>Shear strain</topic><topic>Shear tests</topic><topic>Soil</topic><topic>Soil mixtures</topic><topic>Soils</topic><topic>Triaxial tests</topic><topic>토목공학</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shivaprakash, B. G.</creatorcontrib><creatorcontrib>Dinesh, S. 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G.</au><au>Dinesh, S. V.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of plastic fines on initial shear modulus of sand-clay mixtures</atitle><jtitle>KSCE journal of civil engineering</jtitle><stitle>KSCE J Civ Eng</stitle><date>2018</date><risdate>2018</risdate><volume>22</volume><issue>1</issue><spage>73</spage><epage>82</epage><pages>73-82</pages><issn>1226-7988</issn><eissn>1976-3808</eissn><abstract>This paper presents the dynamic properties of sand-fines mixtures based on the results of undrained cyclic triaxial tests. The sand was obtained from Sabarmati River, and three types of fines
F1
,
F2
, and
F3
were obtained from locally available fine grained soils i.e. Black cotton soil, Suddha soil, and Bentonite soil. Sand-fines mixtures of wide range of plasticity from non-plastic to highly plastic mixture with
PI
= 86 were prepared using the fines passing 75 μ size. The initial shear moduli of all sand-fines mixtures are evaluated in terms of fines content, Plasticity Index (
IP
) and equivalent plasticity index (
IP
*) determined for soil passing 2 mm size IS Sieve. There is good correlation between the initial shear modulus of sand-fines mixtures and equivalent plasticity index (
IP
*) compared to Plasticity Index (
IP
). An empirical equation for obtaining initial shear modulus is formulated based on equivalent plasticity index and mean-effective stress.</abstract><cop>Seoul</cop><pub>Korean Society of Civil Engineers</pub><doi>10.1007/s12205-017-1076-x</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1226-7988 |
| ispartof | KSCE Journal of Civil Engineering, 2018, 22(1), , pp.73-82 |
| issn | 1226-7988 1976-3808 |
| language | eng |
| recordid | cdi_nrf_kci_oai_kci_go_kr_ARTI_2185237 |
| source | Springer Link |
| subjects | Bentonite Civil Engineering Clay Cotton Earthquakes Empirical equations Engineering Equivalence Feasibility studies Fine-grained soils Fines Geotechnical Engineering Geotechnical Engineering & Applied Earth Sciences Industrial Pollution Prevention Laboratories Mathematical models Mixtures Particle size Plasticity Plasticity index Plastics Rivers Sand Shear modulus Shear strain Shear tests Soil Soil mixtures Soils Triaxial tests 토목공학 |
| title | Effect of plastic fines on initial shear modulus of sand-clay mixtures |
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