An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey
The pressuremeter test is one of the borehole loading tests that determines the deformation characteristics of subsurface soil. The main idea of the pressuremeter test is to inflate the cylindrical hole drilled in order to measure the pressure-deformation relations of the soil. Another in situ test...
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| Veröffentlicht in: | Bulletin of engineering geology and the environment 2018-08, Vol.77 (3), p.1145-1154 |
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| creator | Özvan, Ali Akkaya, İsmail Tapan, Mücip |
| description | The pressuremeter test is one of the borehole loading tests that determines the deformation characteristics of subsurface soil. The main idea of the pressuremeter test is to inflate the cylindrical hole drilled in order to measure the pressure-deformation relations of the soil. Another in situ test by which soil properties are determined is the well-known standard penetration test (SPT). The consistency and firmness of soils can be determined using the test results of these in situ tests. In order to determine the relationship between the results of these two tests in clayey soils with low and high plasticity characteristics, a total of 20 boreholes with 1.5–4.5 m depths were drilled, and both tests were performed at varying depths. Following the pressuremeter test, pure limit pressure (
P
L
) values and pressuremeter deformation modulus (
E
M
) were calculated for 31 different levels, respectively. These values were compared to SPT (
N
60
) values, and high determination coefficients (
R
2
) were attained. Therefore, for clayey soils, it is possible to determine
E
M
and
P
L
values from SPT results, and consequently SPT test results can be used to calculate settlement and bearing capacity as well as the undrained shear strength values (
c
u
) of low and high plasticity clayey soils. |
| doi_str_mv | 10.1007/s10064-017-1020-9 |
| format | Article |
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P
L
) values and pressuremeter deformation modulus (
E
M
) were calculated for 31 different levels, respectively. These values were compared to SPT (
N
60
) values, and high determination coefficients (
R
2
) were attained. Therefore, for clayey soils, it is possible to determine
E
M
and
P
L
values from SPT results, and consequently SPT test results can be used to calculate settlement and bearing capacity as well as the undrained shear strength values (
c
u
) of low and high plasticity clayey soils.</description><identifier>ISSN: 1435-9529</identifier><identifier>EISSN: 1435-9537</identifier><identifier>DOI: 10.1007/s10064-017-1020-9</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Bearing capacity ; Boreholes ; Civil engineering ; Clay ; Clay soils ; Coefficients ; Consistency ; Deformation ; Earth and Environmental Science ; Earth Sciences ; Firmness ; Foundations ; Geoecology/Natural Processes ; Geoengineering ; Geological engineering ; Geotechnical Engineering & Applied Earth Sciences ; Hydraulics ; In situ tests ; Laboratories ; Mathematical analysis ; Modulus of deformation ; Nature Conservation ; Original Paper ; Plastic properties ; Plasticity ; Pressure ; Shear strength ; Soil ; Soil properties ; Soil testing ; Soils ; Tests</subject><ispartof>Bulletin of engineering geology and the environment, 2018-08, Vol.77 (3), p.1145-1154</ispartof><rights>Springer-Verlag Berlin Heidelberg 2017</rights><rights>Bulletin of Engineering Geology and the Environment is a copyright of Springer, (2017). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-d745d48a4c551a66e33b1662217548785d4b31f001ccd855e196ea494aa4db663</citedby><cites>FETCH-LOGICAL-c316t-d745d48a4c551a66e33b1662217548785d4b31f001ccd855e196ea494aa4db663</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/s10064-017-1020-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10064-017-1020-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Özvan, Ali</creatorcontrib><creatorcontrib>Akkaya, İsmail</creatorcontrib><creatorcontrib>Tapan, Mücip</creatorcontrib><title>An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey</title><title>Bulletin of engineering geology and the environment</title><addtitle>Bull Eng Geol Environ</addtitle><description>The pressuremeter test is one of the borehole loading tests that determines the deformation characteristics of subsurface soil. The main idea of the pressuremeter test is to inflate the cylindrical hole drilled in order to measure the pressure-deformation relations of the soil. Another in situ test by which soil properties are determined is the well-known standard penetration test (SPT). The consistency and firmness of soils can be determined using the test results of these in situ tests. In order to determine the relationship between the results of these two tests in clayey soils with low and high plasticity characteristics, a total of 20 boreholes with 1.5–4.5 m depths were drilled, and both tests were performed at varying depths. Following the pressuremeter test, pure limit pressure (
P
L
) values and pressuremeter deformation modulus (
E
M
) were calculated for 31 different levels, respectively. These values were compared to SPT (
N
60
) values, and high determination coefficients (
R
2
) were attained. Therefore, for clayey soils, it is possible to determine
E
M
and
P
L
values from SPT results, and consequently SPT test results can be used to calculate settlement and bearing capacity as well as the undrained shear strength values (
c
u
) of low and high plasticity clayey soils.</description><subject>Bearing capacity</subject><subject>Boreholes</subject><subject>Civil engineering</subject><subject>Clay</subject><subject>Clay soils</subject><subject>Coefficients</subject><subject>Consistency</subject><subject>Deformation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Firmness</subject><subject>Foundations</subject><subject>Geoecology/Natural Processes</subject><subject>Geoengineering</subject><subject>Geological engineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydraulics</subject><subject>In situ tests</subject><subject>Laboratories</subject><subject>Mathematical analysis</subject><subject>Modulus of deformation</subject><subject>Nature Conservation</subject><subject>Original Paper</subject><subject>Plastic properties</subject><subject>Plasticity</subject><subject>Pressure</subject><subject>Shear strength</subject><subject>Soil</subject><subject>Soil properties</subject><subject>Soil testing</subject><subject>Soils</subject><subject>Tests</subject><issn>1435-9529</issn><issn>1435-9537</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1UMlOwzAQtRBIlMIHcLPEOWDHS5JjVZVFqgQS5Ww5zqR1aZ1gJ0L9CP4Zp0Fw4jIzmreM5iF0TcktJSS7C7FKnhCaJZSkJClO0IRyJpJCsOz0d06Lc3QRwpYQKvKUTtDXzGHdtr7RZoPrxuMKOvB766xb424D2MNOd7ZxYWNbXEL3CeCOQKu93g_kgJsatx5C6D0cN1i7Cr--rLB1uLJ1DR5ch000saEDZw7Y7PQhDPBCx413eNX7dzhcorNa7wJc_fQpertfrOaPyfL54Wk-WyaGUdklVcZFxXPNjRBUSwmMlVTKNKWZ4HmWR7BktI5PGlPlQgAtJGhecK15VUrJpuhm9I2Pf_QQOrVteu_iSZWSaMAKSUhk0ZFlfBOCh1q13u61PyhK1JC6GlNXMXU1pK6KqElHTYhctwb_5_y_6Bu6xYbA</recordid><startdate>20180801</startdate><enddate>20180801</enddate><creator>Özvan, Ali</creator><creator>Akkaya, İsmail</creator><creator>Tapan, Mücip</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</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>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>SOI</scope></search><sort><creationdate>20180801</creationdate><title>An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey</title><author>Özvan, Ali ; Akkaya, İsmail ; Tapan, Mücip</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c316t-d745d48a4c551a66e33b1662217548785d4b31f001ccd855e196ea494aa4db663</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Bearing capacity</topic><topic>Boreholes</topic><topic>Civil engineering</topic><topic>Clay</topic><topic>Clay soils</topic><topic>Coefficients</topic><topic>Consistency</topic><topic>Deformation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Firmness</topic><topic>Foundations</topic><topic>Geoecology/Natural Processes</topic><topic>Geoengineering</topic><topic>Geological engineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydraulics</topic><topic>In situ tests</topic><topic>Laboratories</topic><topic>Mathematical analysis</topic><topic>Modulus of deformation</topic><topic>Nature Conservation</topic><topic>Original Paper</topic><topic>Plastic properties</topic><topic>Plasticity</topic><topic>Pressure</topic><topic>Shear strength</topic><topic>Soil</topic><topic>Soil properties</topic><topic>Soil testing</topic><topic>Soils</topic><topic>Tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Özvan, Ali</creatorcontrib><creatorcontrib>Akkaya, İsmail</creatorcontrib><creatorcontrib>Tapan, Mücip</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science 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>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>Environment Abstracts</collection><jtitle>Bulletin of engineering geology and the environment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Özvan, Ali</au><au>Akkaya, İsmail</au><au>Tapan, Mücip</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey</atitle><jtitle>Bulletin of engineering geology and the environment</jtitle><stitle>Bull Eng Geol Environ</stitle><date>2018-08-01</date><risdate>2018</risdate><volume>77</volume><issue>3</issue><spage>1145</spage><epage>1154</epage><pages>1145-1154</pages><issn>1435-9529</issn><eissn>1435-9537</eissn><abstract>The pressuremeter test is one of the borehole loading tests that determines the deformation characteristics of subsurface soil. The main idea of the pressuremeter test is to inflate the cylindrical hole drilled in order to measure the pressure-deformation relations of the soil. Another in situ test by which soil properties are determined is the well-known standard penetration test (SPT). The consistency and firmness of soils can be determined using the test results of these in situ tests. In order to determine the relationship between the results of these two tests in clayey soils with low and high plasticity characteristics, a total of 20 boreholes with 1.5–4.5 m depths were drilled, and both tests were performed at varying depths. Following the pressuremeter test, pure limit pressure (
P
L
) values and pressuremeter deformation modulus (
E
M
) were calculated for 31 different levels, respectively. These values were compared to SPT (
N
60
) values, and high determination coefficients (
R
2
) were attained. Therefore, for clayey soils, it is possible to determine
E
M
and
P
L
values from SPT results, and consequently SPT test results can be used to calculate settlement and bearing capacity as well as the undrained shear strength values (
c
u
) of low and high plasticity clayey soils.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10064-017-1020-9</doi><tpages>10</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1435-9529 |
| ispartof | Bulletin of engineering geology and the environment, 2018-08, Vol.77 (3), p.1145-1154 |
| issn | 1435-9529 1435-9537 |
| language | eng |
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| source | SpringerLink Journals - AutoHoldings |
| subjects | Bearing capacity Boreholes Civil engineering Clay Clay soils Coefficients Consistency Deformation Earth and Environmental Science Earth Sciences Firmness Foundations Geoecology/Natural Processes Geoengineering Geological engineering Geotechnical Engineering & Applied Earth Sciences Hydraulics In situ tests Laboratories Mathematical analysis Modulus of deformation Nature Conservation Original Paper Plastic properties Plasticity Pressure Shear strength Soil Soil properties Soil testing Soils Tests |
| title | An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey |
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