Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Static Simple Shear Tests on Mechanical Behavior of Interface Between Coral Sand and Concrete
https://orcid.org/http://orcid.org/0000-0002-8070-4731
https://orcid.org/http://orcid.org/0000-0002-3563-2222
https://orcid.org/http://orcid.org/0000-0003-0450-7565
There are various concrete foundations and retaining structures on the islands and reefs, which are subjected to various static and dynamic loads. The interaction characteristics of the contact surface between coral sand and concrete is the key to affect the stress and deformation of rock and soil mass and structure. The static simple shear test of the contact surface between coral sand and concrete was carried out using the simple shear tester. The influence of normal stress, different roughness, particle size and relative density on the static shear characteristics of the surface of contact was studied. The relation between axial displacement, shear stress and tangential displacement of interface. The experimental results indicate that the magnitude of the normal stress has a certain effect on the normal displacement and shear stress of the contact surface, and there is a direct proportional relationship between shear strength and applied normal stress.; the roughness of the contact surface is relatively dense with the coral sand The degree also has a positive effect on the shear stress of the contact face; The particle size has a certain influence on the shear stress and normal displacement of the contact surface.
Static Simple Shear Tests on Mechanical Behavior of Interface Between Coral Sand and Concrete
https://orcid.org/http://orcid.org/0000-0002-8070-4731
https://orcid.org/http://orcid.org/0000-0002-3563-2222
https://orcid.org/http://orcid.org/0000-0003-0450-7565
There are various concrete foundations and retaining structures on the islands and reefs, which are subjected to various static and dynamic loads. The interaction characteristics of the contact surface between coral sand and concrete is the key to affect the stress and deformation of rock and soil mass and structure. The static simple shear test of the contact surface between coral sand and concrete was carried out using the simple shear tester. The influence of normal stress, different roughness, particle size and relative density on the static shear characteristics of the surface of contact was studied. The relation between axial displacement, shear stress and tangential displacement of interface. The experimental results indicate that the magnitude of the normal stress has a certain effect on the normal displacement and shear stress of the contact surface, and there is a direct proportional relationship between shear strength and applied normal stress.; the roughness of the contact surface is relatively dense with the coral sand The degree also has a positive effect on the shear stress of the contact face; The particle size has a certain influence on the shear stress and normal displacement of the contact surface.
Static Simple Shear Tests on Mechanical Behavior of Interface Between Coral Sand and Concrete
https://orcid.org/http://orcid.org/0000-0002-8070-4731
https://orcid.org/http://orcid.org/0000-0002-3563-2222
https://orcid.org/http://orcid.org/0000-0003-0450-7565
There are various concrete foundations and retaining structures on the islands and reefs, which are subjected to various static and dynamic loads. The interaction characteristics of the contact surface between coral sand and concrete is the key to affect the stress and deformation of rock and soil mass and structure. The static simple shear test of the contact surface between coral sand and concrete was carried out using the simple shear tester. The influence of normal stress, different roughness, particle size and relative density on the static shear characteristics of the surface of contact was studied. The relation between axial displacement, shear stress and tangential displacement of interface. The experimental results indicate that the magnitude of the normal stress has a certain effect on the normal displacement and shear stress of the contact surface, and there is a direct proportional relationship between shear strength and applied normal stress.; the roughness of the contact surface is relatively dense with the coral sand The degree also has a positive effect on the shear stress of the contact face; The particle size has a certain influence on the shear stress and normal displacement of the contact surface.
Static Simple Shear Tests on Mechanical Behavior of Interface Between Coral Sand and Concrete
Lecture Notes in Civil Engineering
Guo, Wei (Herausgeber:in) / Qian, Kai (Herausgeber:in) / Jiang, Chunyong (Autor:in) / Ding, Xuanming (Autor:in) / Yang, Gang (Autor:in)
International Conference on Green Building, Civil Engineering and Smart City ; 2022 ; Guilin, China
08.09.2022
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Concrete-Sand Interface in Direct Shear Tests
| Springer Verlag | 2018
Study on shear behavior of coral reef limestone–concrete interface
| Taylor & Francis Verlag | 2022
Drained shear behavior of coral sand-diatom mixtures
| Elsevier | 2024