Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program
A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and satura...
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Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 2008-11, Vol.134 (11), p.1619-1632 |
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creator | Houston, Sandra L Perez-Garcia, Natalia Houston, William N |
description | A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
ϕb
, versus matric suction is presented. Shear induced volume change behavior was also studied, and results are included in this paper. Although not correlated with soil index properties, these shear-induced volume change data are important to complete stress-deformation analyses, and represent a significant addition to the existing data base of unsaturated soil properties. |
doi_str_mv | 10.1061/(ASCE)1090-0241(2008)134:11(1619) |
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ϕb
, versus matric suction is presented. Shear induced volume change behavior was also studied, and results are included in this paper. Although not correlated with soil index properties, these shear-induced volume change data are important to complete stress-deformation analyses, and represent a significant addition to the existing data base of unsaturated soil properties.</description><identifier>ISSN: 1090-0241</identifier><identifier>EISSN: 1943-5606</identifier><identifier>DOI: 10.1061/(ASCE)1090-0241(2008)134:11(1619)</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Behavior ; Buildings. Public works ; Clay ; Data bases ; Exact sciences and technology ; Feasibility studies ; Geotechnics ; Q1 ; sandy soils ; silt ; Soil investigations. Testing ; soil properties ; TECHNICAL PAPERS</subject><ispartof>Journal of geotechnical and geoenvironmental engineering, 2008-11, Vol.134 (11), p.1619-1632</ispartof><rights>2009 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a452t-3e804d9a8a8da17f36d32c123cc20f8264690b7c1bf92da7c8ca35ad3657a2e23</citedby><cites>FETCH-LOGICAL-a452t-3e804d9a8a8da17f36d32c123cc20f8264690b7c1bf92da7c8ca35ad3657a2e23</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)1090-0241(2008)134:11(1619)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2008)134:11(1619)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,778,782,27911,27912,75950,75958</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=20806094$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Houston, Sandra L</creatorcontrib><creatorcontrib>Perez-Garcia, Natalia</creatorcontrib><creatorcontrib>Houston, William N</creatorcontrib><title>Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program</title><title>Journal of geotechnical and geoenvironmental engineering</title><description>A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
ϕb
, versus matric suction is presented. Shear induced volume change behavior was also studied, and results are included in this paper. Although not correlated with soil index properties, these shear-induced volume change data are important to complete stress-deformation analyses, and represent a significant addition to the existing data base of unsaturated soil properties.</description><subject>Applied sciences</subject><subject>Behavior</subject><subject>Buildings. Public works</subject><subject>Clay</subject><subject>Data bases</subject><subject>Exact sciences and technology</subject><subject>Feasibility studies</subject><subject>Geotechnics</subject><subject>Q1</subject><subject>sandy soils</subject><subject>silt</subject><subject>Soil investigations. Testing</subject><subject>soil properties</subject><subject>TECHNICAL PAPERS</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkU1v1DAQhiMEEqXwH3wB7R4CM7bj2IgD7apApUog7ZarNXWc3VRJXOwEwb_HYUuP9OQPPXrf0TxFsUZ4i6Dw3epsu7nILwMlcIkrDqDXKOR7xBUqNOsnxQkaKcpKgXqa7__I58WLlG4BQILmJ0W3PXiKbDtFP-6nA6OxYX-_ysuxmZ1v2PfQz4NnmwONe8_O_YF-diGy0LLrMdE0R5oytQ1dn1gbw8CI7WJHvzrq2c6niX2LYR9peFk8a6lP_tX9eVpcf7rYbb6UV18_X27OrkqSFZ9K4TXIxpAm3RDWrVCN4A65cI5Dq7mSysBN7fCmNbyh2mlHoqJGqKom7rk4Ld4cc-9i-DHnAezQJef7nkYf5mSFQgEVyEdBNEpxU9UZXP0f1HWlFaBc0I9H1MWQUvStvYvdQPG3RbCLOGsXcXbRYRcddhFnsziLaBdxOeL1fRslR30baXRdesjhoEGBWcb_cOQy5u1tmOOY1_rQ81jNH_NwqoA</recordid><startdate>20081101</startdate><enddate>20081101</enddate><creator>Houston, Sandra L</creator><creator>Perez-Garcia, Natalia</creator><creator>Houston, William N</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20081101</creationdate><title>Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program</title><author>Houston, Sandra L ; Perez-Garcia, Natalia ; Houston, William N</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a452t-3e804d9a8a8da17f36d32c123cc20f8264690b7c1bf92da7c8ca35ad3657a2e23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Applied sciences</topic><topic>Behavior</topic><topic>Buildings. Public works</topic><topic>Clay</topic><topic>Data bases</topic><topic>Exact sciences and technology</topic><topic>Feasibility studies</topic><topic>Geotechnics</topic><topic>Q1</topic><topic>sandy soils</topic><topic>silt</topic><topic>Soil investigations. Testing</topic><topic>soil properties</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Houston, Sandra L</creatorcontrib><creatorcontrib>Perez-Garcia, Natalia</creatorcontrib><creatorcontrib>Houston, William N</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Houston, Sandra L</au><au>Perez-Garcia, Natalia</au><au>Houston, William N</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2008-11-01</date><risdate>2008</risdate><volume>134</volume><issue>11</issue><spage>1619</spage><epage>1632</epage><pages>1619-1632</pages><issn>1090-0241</issn><eissn>1943-5606</eissn><abstract>A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
ϕb
, versus matric suction is presented. Shear induced volume change behavior was also studied, and results are included in this paper. Although not correlated with soil index properties, these shear-induced volume change data are important to complete stress-deformation analyses, and represent a significant addition to the existing data base of unsaturated soil properties.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1090-0241(2008)134:11(1619)</doi><tpages>14</tpages></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Behavior Buildings. Public works Clay Data bases Exact sciences and technology Feasibility studies Geotechnics Q1 sandy soils silt Soil investigations. Testing soil properties TECHNICAL PAPERS |
title | Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program |
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