Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
https://orcid.org/https://orcid.org/0000-0001-8632-3553
https://orcid.org/https://orcid.org/0000-0002-1524-6594
https://orcid.org/https://orcid.org/0000-0001-9602-3386
The liquefaction phenomenon in saturated granular soil occurs due to the transformation of a soil medium from a solid-like state to a fluid-like state. Such viscous medium transformation occurs due to the generation of excess pore water pressure and resulting in reduced intergranular forces. The weakened intergranular forces subsequently reduce the shear strength characteristics due to loss of effective stress causing large deformations and instabilities. This study addresses the influence of high plastic fines on the flow and non-flow behaviour of sand-containing carbonates located on the shores of Famagusta Bay, Northern Cyprus. Varying proportions of 10, 20, and 30% of plastic fines were incorporated in the carbonate sand and specimens were reconstituted at relative densities of 35 and 70%. Three different types of highly plastic fines, such as silt (MH), clay (CH) and equal proportions of clay and silt (MH-CH), were incorporated into the sand (SP) and were subjected to consolidated undrained triaxial test conditions. The primary analysis of the experimental testing focused on the critical state behaviour by utilising the state parameter and modified state parameter to assess flow or non-flow behaviour.
Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
https://orcid.org/https://orcid.org/0000-0001-8632-3553
https://orcid.org/https://orcid.org/0000-0002-1524-6594
https://orcid.org/https://orcid.org/0000-0001-9602-3386
The liquefaction phenomenon in saturated granular soil occurs due to the transformation of a soil medium from a solid-like state to a fluid-like state. Such viscous medium transformation occurs due to the generation of excess pore water pressure and resulting in reduced intergranular forces. The weakened intergranular forces subsequently reduce the shear strength characteristics due to loss of effective stress causing large deformations and instabilities. This study addresses the influence of high plastic fines on the flow and non-flow behaviour of sand-containing carbonates located on the shores of Famagusta Bay, Northern Cyprus. Varying proportions of 10, 20, and 30% of plastic fines were incorporated in the carbonate sand and specimens were reconstituted at relative densities of 35 and 70%. Three different types of highly plastic fines, such as silt (MH), clay (CH) and equal proportions of clay and silt (MH-CH), were incorporated into the sand (SP) and were subjected to consolidated undrained triaxial test conditions. The primary analysis of the experimental testing focused on the critical state behaviour by utilising the state parameter and modified state parameter to assess flow or non-flow behaviour.
Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
https://orcid.org/https://orcid.org/0000-0001-8632-3553
https://orcid.org/https://orcid.org/0000-0002-1524-6594
https://orcid.org/https://orcid.org/0000-0001-9602-3386
The liquefaction phenomenon in saturated granular soil occurs due to the transformation of a soil medium from a solid-like state to a fluid-like state. Such viscous medium transformation occurs due to the generation of excess pore water pressure and resulting in reduced intergranular forces. The weakened intergranular forces subsequently reduce the shear strength characteristics due to loss of effective stress causing large deformations and instabilities. This study addresses the influence of high plastic fines on the flow and non-flow behaviour of sand-containing carbonates located on the shores of Famagusta Bay, Northern Cyprus. Varying proportions of 10, 20, and 30% of plastic fines were incorporated in the carbonate sand and specimens were reconstituted at relative densities of 35 and 70%. Three different types of highly plastic fines, such as silt (MH), clay (CH) and equal proportions of clay and silt (MH-CH), were incorporated into the sand (SP) and were subjected to consolidated undrained triaxial test conditions. The primary analysis of the experimental testing focused on the critical state behaviour by utilising the state parameter and modified state parameter to assess flow or non-flow behaviour.
Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
Springer Ser.Geomech.,Geoengineer.
Cetin, Kemal Onder (Herausgeber:in) / Ekinci, Abdullah (Herausgeber:in) / Uygar, Eris (Herausgeber:in) / Langroudi, Arya Assadi (Herausgeber:in) / Saeed, Hamza (Autor:in) / Nalbantoglu, Zalihe (Autor:in) / Uygar, Eris (Autor:in)
International Workshop on Advances in Laboratory Testing of Liquefiable Soils and Nature Inspired Solutions for the Built Environment Conference ; 2022 ; Kyrenia, Cyprus
02.02.2024
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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