AN ANALYSIS OF THE TRIAXIAL TEST FOR COHESIONLESS SOILS
Several implications of an earlier analytical formulation for cohesionless soils are deduced for the triaxial test (a compression test in the presence of a hydrostatic pressure). A specific form for the loading surface is adopted in order to illustrate certain difficulties associated with uniqueness...
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creator | Paslay, Paul R Weidler, Jay B |
description | Several implications of an earlier analytical formulation for cohesionless soils are deduced for the triaxial test (a compression test in the presence of a hydrostatic pressure). A specific form for the loading surface is adopted in order to illustrate certain difficulties associated with uniqueness and stability. In certain important respects the limited analytical and numerical results appear to agree with experience in soil mechanics testing. |
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A specific form for the loading surface is adopted in order to illustrate certain difficulties associated with uniqueness and stability. In certain important respects the limited analytical and numerical results appear to agree with experience in soil mechanics testing.</description><language>eng</language><subject>COMPRESSIVE PROPERTIES ; DEFORMATION ; EQUATIONS ; HYDROSTATIC PRESSURE ; Soil Mechanics ; SOILS ; STABILITY ; STRESSES</subject><creationdate>1967</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27567,27568</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/AD0653858$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Paslay, Paul R</creatorcontrib><creatorcontrib>Weidler, Jay B</creatorcontrib><creatorcontrib>BROWN UNIV PROVIDENCE RI DIV OF ENGINEERING</creatorcontrib><title>AN ANALYSIS OF THE TRIAXIAL TEST FOR COHESIONLESS SOILS</title><description>Several implications of an earlier analytical formulation for cohesionless soils are deduced for the triaxial test (a compression test in the presence of a hydrostatic pressure). A specific form for the loading surface is adopted in order to illustrate certain difficulties associated with uniqueness and stability. In certain important respects the limited analytical and numerical results appear to agree with experience in soil mechanics testing.</description><subject>COMPRESSIVE PROPERTIES</subject><subject>DEFORMATION</subject><subject>EQUATIONS</subject><subject>HYDROSTATIC PRESSURE</subject><subject>Soil Mechanics</subject><subject>SOILS</subject><subject>STABILITY</subject><subject>STRESSES</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1967</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZDB39FNw9HP0iQz2DFbwd1MI8XBVCAnydIzwdPRRCHENDlFw8w9ScPb3cA329PfzcQ0OVgj29_QJ5mFgTUvMKU7lhdLcDDJuriHOHropJZnJ8cUlmXmpJfGOLgZmpsYWphbGBKQBok8lRQ</recordid><startdate>196705</startdate><enddate>196705</enddate><creator>Paslay, Paul R</creator><creator>Weidler, Jay B</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>196705</creationdate><title>AN ANALYSIS OF THE TRIAXIAL TEST FOR COHESIONLESS SOILS</title><author>Paslay, Paul R ; Weidler, Jay B</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_AD06538583</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1967</creationdate><topic>COMPRESSIVE PROPERTIES</topic><topic>DEFORMATION</topic><topic>EQUATIONS</topic><topic>HYDROSTATIC PRESSURE</topic><topic>Soil Mechanics</topic><topic>SOILS</topic><topic>STABILITY</topic><topic>STRESSES</topic><toplevel>online_resources</toplevel><creatorcontrib>Paslay, Paul R</creatorcontrib><creatorcontrib>Weidler, Jay B</creatorcontrib><creatorcontrib>BROWN UNIV PROVIDENCE RI DIV OF ENGINEERING</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Paslay, Paul R</au><au>Weidler, Jay B</au><aucorp>BROWN UNIV PROVIDENCE RI DIV OF ENGINEERING</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>AN ANALYSIS OF THE TRIAXIAL TEST FOR COHESIONLESS SOILS</btitle><date>1967-05</date><risdate>1967</risdate><abstract>Several implications of an earlier analytical formulation for cohesionless soils are deduced for the triaxial test (a compression test in the presence of a hydrostatic pressure). A specific form for the loading surface is adopted in order to illustrate certain difficulties associated with uniqueness and stability. In certain important respects the limited analytical and numerical results appear to agree with experience in soil mechanics testing.</abstract><oa>free_for_read</oa></addata></record> |
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language | eng |
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source | DTIC Technical Reports |
subjects | COMPRESSIVE PROPERTIES DEFORMATION EQUATIONS HYDROSTATIC PRESSURE Soil Mechanics SOILS STABILITY STRESSES |
title | AN ANALYSIS OF THE TRIAXIAL TEST FOR COHESIONLESS SOILS |
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