Friction Characteristics Between Marine Clay and Construction Materials
Structure-soil interface friction characteristics is of importance to investigate the interaction between engineering structures and soils, especially for offshore structures. The interface friction behavior between marine clay and structural materials with different roughness was studied in this pa...
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| Veröffentlicht in: | Journal of Ocean University of China 2024-04, Vol.23 (2), p.427-437 |
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| creator | Kou, Hailei Huang, Jiaming Cheng, Yang |
| description | Structure-soil interface friction characteristics is of importance to investigate the interaction between engineering structures and soils, especially for offshore structures. The interface friction behavior between marine clay and structural materials with different roughness was studied in this paper by using 3D optical scanning tests, a modified direct shear device and numerical simulation. Relationships between the surface roughness of structures, water content and interface friction angle were presented by model tests. The increase of water contents decreased the interface friction angles. For interfaces with different roughness, the interface friction angles will be smaller than that of the soil when the water content exceeds a certain value. The roughness of the interface and the water content of the soil are mutually coupled to influence the coefficient of friction (COF). This paper proposed a Finite Element Method (FEM) to simulate the interface direct shear tests of structures with different roughness. The surface models with different roughness are established based on the structure data obtained by 3D scanning. The Coupled Eulerian-Lagrangian (CEL) approach was employed to analyse soils sheared by irregular surfaces. The interface behavior for interfaces with different roughness under cyclic shear stresses was analyzed by FEM. |
| doi_str_mv | 10.1007/s11802-024-5474-7 |
| format | Article |
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The interface friction behavior between marine clay and structural materials with different roughness was studied in this paper by using 3D optical scanning tests, a modified direct shear device and numerical simulation. Relationships between the surface roughness of structures, water content and interface friction angle were presented by model tests. The increase of water contents decreased the interface friction angles. For interfaces with different roughness, the interface friction angles will be smaller than that of the soil when the water content exceeds a certain value. The roughness of the interface and the water content of the soil are mutually coupled to influence the coefficient of friction (COF). This paper proposed a Finite Element Method (FEM) to simulate the interface direct shear tests of structures with different roughness. The surface models with different roughness are established based on the structure data obtained by 3D scanning. The Coupled Eulerian-Lagrangian (CEL) approach was employed to analyse soils sheared by irregular surfaces. 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All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c304t-486974695ba476f49431072d7bd0846f90abc2d83f23c0e636339148db91a2d23</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://www.wanfangdata.com.cn/images/PeriodicalImages/qdhydxxb-e/qdhydxxb-e.jpg</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11802-024-5474-7$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11802-024-5474-7$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Kou, Hailei</creatorcontrib><creatorcontrib>Huang, Jiaming</creatorcontrib><creatorcontrib>Cheng, Yang</creatorcontrib><title>Friction Characteristics Between Marine Clay and Construction Materials</title><title>Journal of Ocean University of China</title><addtitle>J. Ocean Univ. China</addtitle><description>Structure-soil interface friction characteristics is of importance to investigate the interaction between engineering structures and soils, especially for offshore structures. The interface friction behavior between marine clay and structural materials with different roughness was studied in this paper by using 3D optical scanning tests, a modified direct shear device and numerical simulation. Relationships between the surface roughness of structures, water content and interface friction angle were presented by model tests. The increase of water contents decreased the interface friction angles. For interfaces with different roughness, the interface friction angles will be smaller than that of the soil when the water content exceeds a certain value. The roughness of the interface and the water content of the soil are mutually coupled to influence the coefficient of friction (COF). This paper proposed a Finite Element Method (FEM) to simulate the interface direct shear tests of structures with different roughness. The surface models with different roughness are established based on the structure data obtained by 3D scanning. The Coupled Eulerian-Lagrangian (CEL) approach was employed to analyse soils sheared by irregular surfaces. The interface behavior for interfaces with different roughness under cyclic shear stresses was analyzed by FEM.</description><subject>Clay</subject><subject>Coefficient of friction</subject><subject>Computer simulation</subject><subject>Construction materials</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Finite element method</subject><subject>Friction</subject><subject>Interfaces</subject><subject>Interfacial friction angle</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Meteorology</subject><subject>Model testing</subject><subject>Moisture content</subject><subject>Oceanography</subject><subject>Offshore structures</subject><subject>Scanning</subject><subject>Shear</subject><subject>Shear stress</subject><subject>Shear tests</subject><subject>Soil</subject><subject>Soil analysis</subject><subject>Soil structure</subject><subject>Soil water</subject><subject>Soils</subject><subject>Surface roughness</subject><subject>Water content</subject><issn>1672-5182</issn><issn>1993-5021</issn><issn>1672-5174</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp1kD1PwzAURS0EEqXwA9giMSLD80fseISIFqRWLDBbTuy0qYrT2qna_ntcBakT033DOfdJF6F7Ak8EQD5HQgqgGCjHOZccyws0IkoxnAMll-kWkuKcFPQa3cS4AshZLuQITSehrfu281m5NMHUvQtt7Ns6Zq-u3zvns7kJrXdZuTbHzHiblZ2PfdgN0tycBLOOt-iqSeHu_nKMvidvX-U7nn1OP8qXGa4Z8B7zQijJhcorw6VouOKMgKRWVhYKLhoFpqqpLVhDWQ1OMMGYIrywlSKGWsrG6HHo3RvfGL_Qq24XfPqot3Z5tIdDpR1NKwAFwhL9MNCb0G13LvZnnAEDSXJWyESRgapDF2Nwjd6E9seEoyagT-vqYV2devVpXX1y6ODExPqFC-fm_6VfFjR7AA</recordid><startdate>20240401</startdate><enddate>20240401</enddate><creator>Kou, Hailei</creator><creator>Huang, Jiaming</creator><creator>Cheng, Yang</creator><general>Science Press</general><general>Springer Nature B.V</general><general>College of Engineering,Ocean University of China,Qingdao 266100,China%Fourth Division,Organization Department of the CPC Qingdao Municipal Committee,Qingdao 266100,China</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7T7</scope><scope>7TN</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H95</scope><scope>H96</scope><scope>L.G</scope><scope>P64</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20240401</creationdate><title>Friction Characteristics Between Marine Clay and Construction Materials</title><author>Kou, Hailei ; Huang, Jiaming ; Cheng, Yang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c304t-486974695ba476f49431072d7bd0846f90abc2d83f23c0e636339148db91a2d23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Clay</topic><topic>Coefficient of friction</topic><topic>Computer simulation</topic><topic>Construction materials</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Finite element method</topic><topic>Friction</topic><topic>Interfaces</topic><topic>Interfacial friction angle</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Meteorology</topic><topic>Model testing</topic><topic>Moisture content</topic><topic>Oceanography</topic><topic>Offshore structures</topic><topic>Scanning</topic><topic>Shear</topic><topic>Shear stress</topic><topic>Shear tests</topic><topic>Soil</topic><topic>Soil analysis</topic><topic>Soil structure</topic><topic>Soil water</topic><topic>Soils</topic><topic>Surface roughness</topic><topic>Water content</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kou, Hailei</creatorcontrib><creatorcontrib>Huang, Jiaming</creatorcontrib><creatorcontrib>Cheng, Yang</creatorcontrib><collection>CrossRef</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Oceanic Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 1: Biological Sciences & Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>Journal of Ocean University of China</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kou, Hailei</au><au>Huang, Jiaming</au><au>Cheng, Yang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Friction Characteristics Between Marine Clay and Construction Materials</atitle><jtitle>Journal of Ocean University of China</jtitle><stitle>J. 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For interfaces with different roughness, the interface friction angles will be smaller than that of the soil when the water content exceeds a certain value. The roughness of the interface and the water content of the soil are mutually coupled to influence the coefficient of friction (COF). This paper proposed a Finite Element Method (FEM) to simulate the interface direct shear tests of structures with different roughness. The surface models with different roughness are established based on the structure data obtained by 3D scanning. The Coupled Eulerian-Lagrangian (CEL) approach was employed to analyse soils sheared by irregular surfaces. The interface behavior for interfaces with different roughness under cyclic shear stresses was analyzed by FEM.</abstract><cop>Heidelberg</cop><pub>Science Press</pub><doi>10.1007/s11802-024-5474-7</doi><tpages>11</tpages></addata></record> |
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| ispartof | Journal of Ocean University of China, 2024-04, Vol.23 (2), p.427-437 |
| issn | 1672-5182 1993-5021 1672-5174 |
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| subjects | Clay Coefficient of friction Computer simulation Construction materials Earth and Environmental Science Earth Sciences Finite element method Friction Interfaces Interfacial friction angle Mathematical analysis Mathematical models Meteorology Model testing Moisture content Oceanography Offshore structures Scanning Shear Shear stress Shear tests Soil Soil analysis Soil structure Soil water Soils Surface roughness Water content |
| title | Friction Characteristics Between Marine Clay and Construction Materials |
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