Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading
The results of an experimental investigation on Malaysian kaolin under monotonic and cyclic loading are presented. In the tests, a wide range of initial conditions was varied in order to investigate their influence on the mechanical behavior of the kaolin. The response under monotonic loading was an...
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| Veröffentlicht in: | Acta geotechnica 2022-11, Vol.17 (11), p.4953-4975 |
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| description | The results of an experimental investigation on Malaysian kaolin under monotonic and cyclic loading are presented. In the tests, a wide range of initial conditions was varied in order to investigate their influence on the mechanical behavior of the kaolin. The response under monotonic loading was analyzed by means of undrained monotonic triaxial tests with different initial mean effective pressures and overconsolidation ratios. The experimental plan under cyclic loading includes an oedometer test with multiple unloading-reloading cycles and twenty-one undrained cyclic triaxial tests with either isotropic or anisotropic consolidation. In the latter tests, the influence of the initial stress ratio, deviatoric stress amplitude, drained cyclic preloading and sequence of packages of cycles with different deviatoric stress amplitudes has been investigated. The experimental results suggest that the variation of the aforementioned test conditions leads to remarkable changes in the accumulation rates of pore water pressure and strains. In addition, it was found that the so-called Miner’s rule (independence of accumulated strains on loading sequence) is not valid under undrained cyclic conditions. A modified Stewart’s approach was proposed for the estimation of the accumulated pore water pressure and strains on undrained cyclic tests with packages of cycles with different deviatoric stress amplitudes, demonstrating that constitutive models developed using single-magnitude loading packages can be used in simulations of problems with variable cyclic loading magnitude. |
| doi_str_mv | 10.1007/s11440-022-01643-0 |
| format | Article |
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In the tests, a wide range of initial conditions was varied in order to investigate their influence on the mechanical behavior of the kaolin. The response under monotonic loading was analyzed by means of undrained monotonic triaxial tests with different initial mean effective pressures and overconsolidation ratios. The experimental plan under cyclic loading includes an oedometer test with multiple unloading-reloading cycles and twenty-one undrained cyclic triaxial tests with either isotropic or anisotropic consolidation. In the latter tests, the influence of the initial stress ratio, deviatoric stress amplitude, drained cyclic preloading and sequence of packages of cycles with different deviatoric stress amplitudes has been investigated. The experimental results suggest that the variation of the aforementioned test conditions leads to remarkable changes in the accumulation rates of pore water pressure and strains. In addition, it was found that the so-called Miner’s rule (independence of accumulated strains on loading sequence) is not valid under undrained cyclic conditions. A modified Stewart’s approach was proposed for the estimation of the accumulated pore water pressure and strains on undrained cyclic tests with packages of cycles with different deviatoric stress amplitudes, demonstrating that constitutive models developed using single-magnitude loading packages can be used in simulations of problems with variable cyclic loading magnitude.</description><identifier>ISSN: 1861-1125</identifier><identifier>EISSN: 1861-1133</identifier><identifier>DOI: 10.1007/s11440-022-01643-0</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Amplitudes ; Complex Fluids and Microfluidics ; Constitutive models ; Cycles ; Cyclic loading ; Cyclic loads ; Density ; Engineering ; Foundations ; Geoengineering ; Geotechnical Engineering & Applied Earth Sciences ; Hydraulics ; Hydrostatic pressure ; Initial conditions ; Initial stresses ; Inspection ; Kaolin ; Mechanical properties ; Overconsolidation ; Packages ; Pore pressure ; Pore water ; Pore water pressure ; Research Paper ; Sequencing ; Shear strain ; Soft and Granular Matter ; Soil Science & Conservation ; Solid Mechanics ; Stress ratio ; Tests ; Triaxial tests ; Unloading ; Water pressure</subject><ispartof>Acta geotechnica, 2022-11, Vol.17 (11), p.4953-4975</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022. 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In the tests, a wide range of initial conditions was varied in order to investigate their influence on the mechanical behavior of the kaolin. The response under monotonic loading was analyzed by means of undrained monotonic triaxial tests with different initial mean effective pressures and overconsolidation ratios. The experimental plan under cyclic loading includes an oedometer test with multiple unloading-reloading cycles and twenty-one undrained cyclic triaxial tests with either isotropic or anisotropic consolidation. In the latter tests, the influence of the initial stress ratio, deviatoric stress amplitude, drained cyclic preloading and sequence of packages of cycles with different deviatoric stress amplitudes has been investigated. The experimental results suggest that the variation of the aforementioned test conditions leads to remarkable changes in the accumulation rates of pore water pressure and strains. In addition, it was found that the so-called Miner’s rule (independence of accumulated strains on loading sequence) is not valid under undrained cyclic conditions. A modified Stewart’s approach was proposed for the estimation of the accumulated pore water pressure and strains on undrained cyclic tests with packages of cycles with different deviatoric stress amplitudes, demonstrating that constitutive models developed using single-magnitude loading packages can be used in simulations of problems with variable cyclic loading magnitude.</description><subject>Amplitudes</subject><subject>Complex Fluids and Microfluidics</subject><subject>Constitutive models</subject><subject>Cycles</subject><subject>Cyclic loading</subject><subject>Cyclic loads</subject><subject>Density</subject><subject>Engineering</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydraulics</subject><subject>Hydrostatic pressure</subject><subject>Initial conditions</subject><subject>Initial stresses</subject><subject>Inspection</subject><subject>Kaolin</subject><subject>Mechanical properties</subject><subject>Overconsolidation</subject><subject>Packages</subject><subject>Pore pressure</subject><subject>Pore water</subject><subject>Pore water pressure</subject><subject>Research Paper</subject><subject>Sequencing</subject><subject>Shear strain</subject><subject>Soft and Granular Matter</subject><subject>Soil Science & Conservation</subject><subject>Solid Mechanics</subject><subject>Stress ratio</subject><subject>Tests</subject><subject>Triaxial tests</subject><subject>Unloading</subject><subject>Water pressure</subject><issn>1861-1125</issn><issn>1861-1133</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kc1KAzEUhYMoWKsv4CrgejR_k5lxJ6X-QIsbXYd0kpTUaTImM2J3voX4ej6JqVN1J4TkQs75LvceAE4xOscIFRcRY8ZQhgjJEOaMZmgPjHDJcYYxpfu_NckPwVGMK4Q4JYyPwPv0tdXBrrXrZAOte9Gxs0vZWe9gOnPZyE200sEn6RvrYO-UDnDtne-8szWUTsF6UzepbLxU1i0vEyW2uh4QZusI0jqt4Dzd4fPtI8LQN_rb-vO1Q7RB7yjH4MDIJuqT3TsGj9fTh8ltNru_uZtczTJJGemyUmqzMHyRI8ZkmXOOlckrohQpDVIcS1ObwlSG6hzhSmmV5DWrckUlJZwVdAzOBm4b_HOfhhcr3weXWgpSkJLiClc0qcigqoOPMWgj2rQzGTYCI7ENQAwBiBSA-A5AoGSigykmsVvq8If-x_UFEoON7A</recordid><startdate>20221101</startdate><enddate>20221101</enddate><creator>Duque, J.</creator><creator>Roháč, J.</creator><creator>Mašín, D.</creator><creator>Najser, J.</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</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>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20221101</creationdate><title>Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading</title><author>Duque, J. ; Roháč, J. ; Mašín, D. ; Najser, J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-8aefbf6b5044a85661df592dd28f0d61afcf7f9f3e5019dedefbc495d3a326473</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Amplitudes</topic><topic>Complex Fluids and Microfluidics</topic><topic>Constitutive models</topic><topic>Cycles</topic><topic>Cyclic loading</topic><topic>Cyclic loads</topic><topic>Density</topic><topic>Engineering</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydraulics</topic><topic>Hydrostatic pressure</topic><topic>Initial conditions</topic><topic>Initial stresses</topic><topic>Inspection</topic><topic>Kaolin</topic><topic>Mechanical properties</topic><topic>Overconsolidation</topic><topic>Packages</topic><topic>Pore pressure</topic><topic>Pore water</topic><topic>Pore water pressure</topic><topic>Research Paper</topic><topic>Sequencing</topic><topic>Shear strain</topic><topic>Soft and Granular Matter</topic><topic>Soil Science & Conservation</topic><topic>Solid Mechanics</topic><topic>Stress ratio</topic><topic>Tests</topic><topic>Triaxial tests</topic><topic>Unloading</topic><topic>Water pressure</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Duque, J.</creatorcontrib><creatorcontrib>Roháč, J.</creatorcontrib><creatorcontrib>Mašín, D.</creatorcontrib><creatorcontrib>Najser, J.</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest 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</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>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database (ProQuest)</collection><collection>Engineering 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>ProQuest Central Basic</collection><jtitle>Acta geotechnica</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Duque, J.</au><au>Roháč, J.</au><au>Mašín, D.</au><au>Najser, J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading</atitle><jtitle>Acta geotechnica</jtitle><stitle>Acta Geotech</stitle><date>2022-11-01</date><risdate>2022</risdate><volume>17</volume><issue>11</issue><spage>4953</spage><epage>4975</epage><pages>4953-4975</pages><issn>1861-1125</issn><eissn>1861-1133</eissn><abstract>The results of an experimental investigation on Malaysian kaolin under monotonic and cyclic loading are presented. In the tests, a wide range of initial conditions was varied in order to investigate their influence on the mechanical behavior of the kaolin. The response under monotonic loading was analyzed by means of undrained monotonic triaxial tests with different initial mean effective pressures and overconsolidation ratios. The experimental plan under cyclic loading includes an oedometer test with multiple unloading-reloading cycles and twenty-one undrained cyclic triaxial tests with either isotropic or anisotropic consolidation. In the latter tests, the influence of the initial stress ratio, deviatoric stress amplitude, drained cyclic preloading and sequence of packages of cycles with different deviatoric stress amplitudes has been investigated. The experimental results suggest that the variation of the aforementioned test conditions leads to remarkable changes in the accumulation rates of pore water pressure and strains. In addition, it was found that the so-called Miner’s rule (independence of accumulated strains on loading sequence) is not valid under undrained cyclic conditions. A modified Stewart’s approach was proposed for the estimation of the accumulated pore water pressure and strains on undrained cyclic tests with packages of cycles with different deviatoric stress amplitudes, demonstrating that constitutive models developed using single-magnitude loading packages can be used in simulations of problems with variable cyclic loading magnitude.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11440-022-01643-0</doi><tpages>23</tpages></addata></record> |
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| subjects | Amplitudes Complex Fluids and Microfluidics Constitutive models Cycles Cyclic loading Cyclic loads Density Engineering Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Hydrostatic pressure Initial conditions Initial stresses Inspection Kaolin Mechanical properties Overconsolidation Packages Pore pressure Pore water Pore water pressure Research Paper Sequencing Shear strain Soft and Granular Matter Soil Science & Conservation Solid Mechanics Stress ratio Tests Triaxial tests Unloading Water pressure |
| title | Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading |
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