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Dynamic Soil Properties of Clayey Sand Using Cyclic Triaxial Tests
https://orcid.org/http://orcid.org/0000-0001-8696-6583
https://orcid.org/http://orcid.org/0000-0002-5803-7338
Site response analysis heavily weighs dynamic soil characteristics including liquefaction potential, shear modulus, and soil damping ratio. The current work studies the response of clayey sand owing to dynamic loads. Saturated undrained cyclic triaxial tests have been conducted using strain-controlled loading at different relative densities (50–80%) representing the field conditions and by varying shear strain amplitudes and confining pressure under 1 Hz loading frequency. Test results have shown that soil's ability to liquefy is reduced when confining pressure and relative density increased. For higher shear strains liquefaction susceptibility, damping ratio increased significantly and shear modulus reduced.
Dynamic Soil Properties of Clayey Sand Using Cyclic Triaxial Tests
https://orcid.org/http://orcid.org/0000-0001-8696-6583
https://orcid.org/http://orcid.org/0000-0002-5803-7338
Site response analysis heavily weighs dynamic soil characteristics including liquefaction potential, shear modulus, and soil damping ratio. The current work studies the response of clayey sand owing to dynamic loads. Saturated undrained cyclic triaxial tests have been conducted using strain-controlled loading at different relative densities (50–80%) representing the field conditions and by varying shear strain amplitudes and confining pressure under 1 Hz loading frequency. Test results have shown that soil's ability to liquefy is reduced when confining pressure and relative density increased. For higher shear strains liquefaction susceptibility, damping ratio increased significantly and shear modulus reduced.
Dynamic Soil Properties of Clayey Sand Using Cyclic Triaxial Tests
https://orcid.org/http://orcid.org/0000-0001-8696-6583
https://orcid.org/http://orcid.org/0000-0002-5803-7338
Site response analysis heavily weighs dynamic soil characteristics including liquefaction potential, shear modulus, and soil damping ratio. The current work studies the response of clayey sand owing to dynamic loads. Saturated undrained cyclic triaxial tests have been conducted using strain-controlled loading at different relative densities (50–80%) representing the field conditions and by varying shear strain amplitudes and confining pressure under 1 Hz loading frequency. Test results have shown that soil's ability to liquefy is reduced when confining pressure and relative density increased. For higher shear strains liquefaction susceptibility, damping ratio increased significantly and shear modulus reduced.
Dynamic Soil Properties of Clayey Sand Using Cyclic Triaxial Tests
Lecture Notes in Civil Engineering
Jose, Babu T. (editor) / Sahoo, Dipak Kumar (editor) / Vanapalli, Sai K. (editor) / Solanki, Chandresh H. (editor) / Balan, K. (editor) / Pillai, Anitha G. (editor) / Anjireddy, K. (author) / Siddhardha, R. (author) / Jagatsa, S. (author) / Gonavaram, Kalyan Kumar (author)
Indian Geotechnical Conference ; 2022 ; Kochi, India
2024-09-25
11 pages
Article/Chapter (Book)
Electronic Resource
English
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Dynamic properties of polyurethane foam-sand mixtures using cyclic triaxial tests
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Dynamic properties of polyurethane foam-sand mixtures using cyclic triaxial tests
| British Library Online Contents | 2016