A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils
A method to derive a general equation for compression of structured soils is presented. It is shown that the general equation leads to the equation of compression for structured soils as proposed by Liu and Carter (Geotechnique 49(4):43–57, 1999 ). Using the compression characteristics of the struct...
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| Veröffentlicht in: | Geotechnical and geological engineering 2013-10, Vol.31 (5), p.1587-1601 |
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| container_title | Geotechnical and geological engineering |
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| creator | Islam, M. K. Carter, J. P. Siddiquee, M. S. A. Islam, M. S. |
| description | A method to derive a general equation for compression of structured soils is presented. It is shown that the general equation leads to the equation of compression for structured soils as proposed by Liu and Carter (Geotechnique 49(4):43–57,
1999
). Using the compression characteristics of the structured and remolded soil, an equation is developed to determine a unique value for the structure degradation exponent term of the Liu-Carter equation. This equation is used to obtain the value of the structure degradation exponent of the Liu-Carter equation from the compression behavior of undisturbed and remolded Mexico City clay. The value of the exponent is used in the Liu-Carter equation to predict the compression behaviour of the clay. Excellent agreement is observed between predictions and experimental data. |
| doi_str_mv | 10.1007/s10706-013-9683-x |
| format | Article |
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1999
). Using the compression characteristics of the structured and remolded soil, an equation is developed to determine a unique value for the structure degradation exponent term of the Liu-Carter equation. This equation is used to obtain the value of the structure degradation exponent of the Liu-Carter equation from the compression behavior of undisturbed and remolded Mexico City clay. The value of the exponent is used in the Liu-Carter equation to predict the compression behaviour of the clay. Excellent agreement is observed between predictions and experimental data.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-013-9683-x</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Civil Engineering ; Clay ; Clay (material) ; Compressing ; Compression ; Degradation ; Derivation ; Earth and Environmental Science ; Earth Sciences ; Exponents ; Geology ; Geotechnical Engineering & Applied Earth Sciences ; Hydrogeology ; Mathematical analysis ; Original Paper ; Soil ; Soil structure ; Soils ; Terrestrial Pollution ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2013-10, Vol.31 (5), p.1587-1601</ispartof><rights>Springer Science+Business Media Dordrecht 2013</rights><rights>Geotechnical and Geological Engineering is a copyright of Springer, (2013). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a372t-1d7c5f6dac71e2d417e758be66b2b6461ab978b6de1f37fd25820c0d2c2c72963</citedby><cites>FETCH-LOGICAL-a372t-1d7c5f6dac71e2d417e758be66b2b6461ab978b6de1f37fd25820c0d2c2c72963</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/s10706-013-9683-x$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-013-9683-x$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27904,27905,41468,42537,51299</link.rule.ids></links><search><creatorcontrib>Islam, M. K.</creatorcontrib><creatorcontrib>Carter, J. P.</creatorcontrib><creatorcontrib>Siddiquee, M. S. A.</creatorcontrib><creatorcontrib>Islam, M. S.</creatorcontrib><title>A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>A method to derive a general equation for compression of structured soils is presented. It is shown that the general equation leads to the equation of compression for structured soils as proposed by Liu and Carter (Geotechnique 49(4):43–57,
1999
). Using the compression characteristics of the structured and remolded soil, an equation is developed to determine a unique value for the structure degradation exponent term of the Liu-Carter equation. This equation is used to obtain the value of the structure degradation exponent of the Liu-Carter equation from the compression behavior of undisturbed and remolded Mexico City clay. The value of the exponent is used in the Liu-Carter equation to predict the compression behaviour of the clay. Excellent agreement is observed between predictions and experimental data.</description><subject>Civil Engineering</subject><subject>Clay</subject><subject>Clay (material)</subject><subject>Compressing</subject><subject>Compression</subject><subject>Degradation</subject><subject>Derivation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Exponents</subject><subject>Geology</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrogeology</subject><subject>Mathematical analysis</subject><subject>Original Paper</subject><subject>Soil</subject><subject>Soil structure</subject><subject>Soils</subject><subject>Terrestrial Pollution</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kE1Lw0AQhhdRsFZ_gLeAFy_Rmd1mNzmWWj9A8VD1umyyk5qSZtvdROq_NzWCIHgadvZ5X4aHsXOEKwRQ1wFBgYwBRZzJVMS7AzbCRIkYE54dshFkEmKBKT9mJyGsAIBLwBErp9ETte_ORqXz0Q356sO0lWsiV0Yzt954CmH_nG-7YW8aG72ZuqM9cUNLb-zwMd9tXENN-120aH1XtJ0nGy1cVYdTdlSaOtDZzxyz19v5y-w-fny-e5hNH2MjFG9jtKpISmlNoZC4naAilaQ5SZnzXE4kmjxTaS4tYSlUaXmScijA8oIXimdSjNnl0LvxbttRaPW6CgXVtWnIdUFjAlIoREh79OIPunKdb_rrNOdJ36VE72_McKAK70LwVOqNr9bGf2oEvTevB_O6N6_35vWuz_AhE3q2WZL_bf4_9AW7W4bR</recordid><startdate>20131001</startdate><enddate>20131001</enddate><creator>Islam, M. K.</creator><creator>Carter, J. P.</creator><creator>Siddiquee, M. S. A.</creator><creator>Islam, M. S.</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</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>H96</scope><scope>HCIFZ</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>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20131001</creationdate><title>A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils</title><author>Islam, M. K. ; Carter, J. P. ; Siddiquee, M. S. A. ; Islam, M. S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a372t-1d7c5f6dac71e2d417e758be66b2b6461ab978b6de1f37fd25820c0d2c2c72963</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Civil Engineering</topic><topic>Clay</topic><topic>Clay (material)</topic><topic>Compressing</topic><topic>Compression</topic><topic>Degradation</topic><topic>Derivation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Exponents</topic><topic>Geology</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydrogeology</topic><topic>Mathematical analysis</topic><topic>Original Paper</topic><topic>Soil</topic><topic>Soil structure</topic><topic>Soils</topic><topic>Terrestrial Pollution</topic><topic>Waste Management/Waste Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Islam, M. 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K.</au><au>Carter, J. P.</au><au>Siddiquee, M. S. A.</au><au>Islam, M. S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2013-10-01</date><risdate>2013</risdate><volume>31</volume><issue>5</issue><spage>1587</spage><epage>1601</epage><pages>1587-1601</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>A method to derive a general equation for compression of structured soils is presented. It is shown that the general equation leads to the equation of compression for structured soils as proposed by Liu and Carter (Geotechnique 49(4):43–57,
1999
). Using the compression characteristics of the structured and remolded soil, an equation is developed to determine a unique value for the structure degradation exponent term of the Liu-Carter equation. This equation is used to obtain the value of the structure degradation exponent of the Liu-Carter equation from the compression behavior of undisturbed and remolded Mexico City clay. The value of the exponent is used in the Liu-Carter equation to predict the compression behaviour of the clay. Excellent agreement is observed between predictions and experimental data.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s10706-013-9683-x</doi><tpages>15</tpages></addata></record> |
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| subjects | Civil Engineering Clay Clay (material) Compressing Compression Degradation Derivation Earth and Environmental Science Earth Sciences Exponents Geology Geotechnical Engineering & Applied Earth Sciences Hydrogeology Mathematical analysis Original Paper Soil Soil structure Soils Terrestrial Pollution Waste Management/Waste Technology |
| title | A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils |
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