Prediction of Time to Soil Failure Based on Creep Strength Reduction Approach
Soils experience the unrecoverable, continuous deformation known as creep when they are subjected to a stage of constant deviator stress. Creep deformation is due to extrusion of adsorbed water in clay particles, causing the non-recoverable deformation and eventually reduction in the soil shear stre...
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| Veröffentlicht in: | Geotechnical and geological engineering 2018-08, Vol.36 (4), p.2749-2760 |
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| creator | Tran, Thi Thanh Thuy Hazarika, Hemanta Indrawan, I. Gde Budi Karnawati, Dwikorita |
| description | Soils experience the unrecoverable, continuous deformation known as creep when they are subjected to a stage of constant deviator stress. Creep deformation is due to extrusion of adsorbed water in clay particles, causing the non-recoverable deformation and eventually reduction in the soil shear strength. This study aims to develop a method to determine the creep strength reduction behaviour of soils and prediction of time to occurrence of the creep failure. Case studies on clayey soils including halloysite-rich soil and smectite-rich soil were chosen. A series of triaxial creep tests were conducted in order to obtain the necessary experimental data. Based on the results, the ultimate long-term creep strength or critical stress level of halloysite-rich soil and smectite-rich soil was 85 and 55% of the soil peak strength, respectively. The ultimate time of creep strength reduction in halloysite-rich soil and smectite-rich soil was 10.34 and 46.08 years, respectively. The maximum creep strength reduction ratio of halloysite-rich soil and smectite-rich soil was 0.2 and 0.45, respectively. The developed method allowed predicting time to creep failure of soil specimens. |
| doi_str_mv | 10.1007/s10706-018-0496-9 |
| format | Article |
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Gde Budi ; Karnawati, Dwikorita</creator><creatorcontrib>Tran, Thi Thanh Thuy ; Hazarika, Hemanta ; Indrawan, I. Gde Budi ; Karnawati, Dwikorita</creatorcontrib><description>Soils experience the unrecoverable, continuous deformation known as creep when they are subjected to a stage of constant deviator stress. Creep deformation is due to extrusion of adsorbed water in clay particles, causing the non-recoverable deformation and eventually reduction in the soil shear strength. This study aims to develop a method to determine the creep strength reduction behaviour of soils and prediction of time to occurrence of the creep failure. Case studies on clayey soils including halloysite-rich soil and smectite-rich soil were chosen. A series of triaxial creep tests were conducted in order to obtain the necessary experimental data. Based on the results, the ultimate long-term creep strength or critical stress level of halloysite-rich soil and smectite-rich soil was 85 and 55% of the soil peak strength, respectively. The ultimate time of creep strength reduction in halloysite-rich soil and smectite-rich soil was 10.34 and 46.08 years, respectively. The maximum creep strength reduction ratio of halloysite-rich soil and smectite-rich soil was 0.2 and 0.45, respectively. The developed method allowed predicting time to creep failure of soil specimens.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-018-0496-9</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Civil Engineering ; Clay ; Clay soils ; Creep strength ; Creep tests ; Deformation ; Deformation mechanisms ; Earth and Environmental Science ; Earth Sciences ; Extrusion ; Failure ; Geotechnical Engineering & Applied Earth Sciences ; Hydrogeology ; Original Paper ; Plant growth ; Predictions ; Reduction ; Shear strength ; Smectites ; Soil ; Soil strength ; Soil stresses ; Soils ; Solifluction ; Temperature ; Terrestrial Pollution ; Tin ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2018-08, Vol.36 (4), p.2749-2760</ispartof><rights>Springer International Publishing AG, part of Springer Nature 2018</rights><rights>Geotechnical and Geological Engineering is a copyright of Springer, (2018). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a339t-8cb3a1fe281dbe225498f5045290404e95743de88db984563bbeddd49968393a3</citedby><cites>FETCH-LOGICAL-a339t-8cb3a1fe281dbe225498f5045290404e95743de88db984563bbeddd49968393a3</cites><orcidid>0000-0002-8898-7895</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10706-018-0496-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-018-0496-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Tran, Thi Thanh Thuy</creatorcontrib><creatorcontrib>Hazarika, Hemanta</creatorcontrib><creatorcontrib>Indrawan, I. Gde Budi</creatorcontrib><creatorcontrib>Karnawati, Dwikorita</creatorcontrib><title>Prediction of Time to Soil Failure Based on Creep Strength Reduction Approach</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>Soils experience the unrecoverable, continuous deformation known as creep when they are subjected to a stage of constant deviator stress. Creep deformation is due to extrusion of adsorbed water in clay particles, causing the non-recoverable deformation and eventually reduction in the soil shear strength. This study aims to develop a method to determine the creep strength reduction behaviour of soils and prediction of time to occurrence of the creep failure. Case studies on clayey soils including halloysite-rich soil and smectite-rich soil were chosen. A series of triaxial creep tests were conducted in order to obtain the necessary experimental data. Based on the results, the ultimate long-term creep strength or critical stress level of halloysite-rich soil and smectite-rich soil was 85 and 55% of the soil peak strength, respectively. The ultimate time of creep strength reduction in halloysite-rich soil and smectite-rich soil was 10.34 and 46.08 years, respectively. The maximum creep strength reduction ratio of halloysite-rich soil and smectite-rich soil was 0.2 and 0.45, respectively. The developed method allowed predicting time to creep failure of soil specimens.</description><subject>Civil Engineering</subject><subject>Clay</subject><subject>Clay soils</subject><subject>Creep strength</subject><subject>Creep tests</subject><subject>Deformation</subject><subject>Deformation mechanisms</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Extrusion</subject><subject>Failure</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrogeology</subject><subject>Original Paper</subject><subject>Plant growth</subject><subject>Predictions</subject><subject>Reduction</subject><subject>Shear strength</subject><subject>Smectites</subject><subject>Soil</subject><subject>Soil strength</subject><subject>Soil stresses</subject><subject>Soils</subject><subject>Solifluction</subject><subject>Temperature</subject><subject>Terrestrial Pollution</subject><subject>Tin</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kD1PwzAURS0EEqXwA9gsMRueP5LYY6koIIFAtMyWE7-0qdqk2MnAv8dVkJiY3nLOvU-XkGsOtxyguIscCsgZcM1AmZyZEzLhWSEZz4Q5JRMwOTDJtTgnFzFuAUDkwCfk9T2gb6q-6Vra1XTV7JH2HV12zY4uXLMbAtJ7F9HTBMwD4oEu-4Dtut_QD_TDaM4Oh9C5anNJzmq3i3j1e6fkc_Gwmj-xl7fH5_nshTkpTc90VUrHaxSa-xKFyJTRdQYqvQoKFJqsUNKj1r40WmW5LEv03itjci2NdHJKbsbcVPs1YOztthtCmyptSjOacykgUXykqtDFGLC2h9DsXfi2HOxxNTuuZtNq9riaNckRoxMT264x_CX_L_0A5Vxt0g</recordid><startdate>20180801</startdate><enddate>20180801</enddate><creator>Tran, Thi Thanh Thuy</creator><creator>Hazarika, Hemanta</creator><creator>Indrawan, I. 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Gde Budi ; Karnawati, Dwikorita</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a339t-8cb3a1fe281dbe225498f5045290404e95743de88db984563bbeddd49968393a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Civil Engineering</topic><topic>Clay</topic><topic>Clay soils</topic><topic>Creep strength</topic><topic>Creep tests</topic><topic>Deformation</topic><topic>Deformation mechanisms</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Extrusion</topic><topic>Failure</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydrogeology</topic><topic>Original Paper</topic><topic>Plant growth</topic><topic>Predictions</topic><topic>Reduction</topic><topic>Shear strength</topic><topic>Smectites</topic><topic>Soil</topic><topic>Soil strength</topic><topic>Soil stresses</topic><topic>Soils</topic><topic>Solifluction</topic><topic>Temperature</topic><topic>Terrestrial Pollution</topic><topic>Tin</topic><topic>Waste Management/Waste Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tran, Thi Thanh Thuy</creatorcontrib><creatorcontrib>Hazarika, Hemanta</creatorcontrib><creatorcontrib>Indrawan, I. 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Gde Budi</au><au>Karnawati, Dwikorita</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Prediction of Time to Soil Failure Based on Creep Strength Reduction Approach</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2018-08-01</date><risdate>2018</risdate><volume>36</volume><issue>4</issue><spage>2749</spage><epage>2760</epage><pages>2749-2760</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>Soils experience the unrecoverable, continuous deformation known as creep when they are subjected to a stage of constant deviator stress. Creep deformation is due to extrusion of adsorbed water in clay particles, causing the non-recoverable deformation and eventually reduction in the soil shear strength. This study aims to develop a method to determine the creep strength reduction behaviour of soils and prediction of time to occurrence of the creep failure. Case studies on clayey soils including halloysite-rich soil and smectite-rich soil were chosen. A series of triaxial creep tests were conducted in order to obtain the necessary experimental data. Based on the results, the ultimate long-term creep strength or critical stress level of halloysite-rich soil and smectite-rich soil was 85 and 55% of the soil peak strength, respectively. The ultimate time of creep strength reduction in halloysite-rich soil and smectite-rich soil was 10.34 and 46.08 years, respectively. The maximum creep strength reduction ratio of halloysite-rich soil and smectite-rich soil was 0.2 and 0.45, respectively. The developed method allowed predicting time to creep failure of soil specimens.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-018-0496-9</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0002-8898-7895</orcidid></addata></record> |
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| subjects | Civil Engineering Clay Clay soils Creep strength Creep tests Deformation Deformation mechanisms Earth and Environmental Science Earth Sciences Extrusion Failure Geotechnical Engineering & Applied Earth Sciences Hydrogeology Original Paper Plant growth Predictions Reduction Shear strength Smectites Soil Soil strength Soil stresses Soils Solifluction Temperature Terrestrial Pollution Tin Waste Management/Waste Technology |
| title | Prediction of Time to Soil Failure Based on Creep Strength Reduction Approach |
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