Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions
It is of great significance to deeply understand the stress damage mechanism of the pile–soil interface under cyclic loading for the safety control of engineering entities. Large-scale self-developed shear equipment was used to conduct cyclic shear tests of the interface between steel and siliceous...
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| Format: | Article |
| Language: | English |
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MDPI AG
2023-09-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/13/9/2241 |
| _version_ | 1797580919711727616 |
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| author | Yongming Ma Jukun Guo Rui Wang Qingyao Zhang Qingxin Zhang Jin Li Shen Zuo |
| author_facet | Yongming Ma Jukun Guo Rui Wang Qingyao Zhang Qingxin Zhang Jin Li Shen Zuo |
| author_sort | Yongming Ma |
| collection | DOAJ |
| description | It is of great significance to deeply understand the stress damage mechanism of the pile–soil interface under cyclic loading for the safety control of engineering entities. Large-scale self-developed shear equipment was used to conduct cyclic shear tests of the interface between steel and siliceous sand, and the macroscopic shear characteristics and particle crushing characteristics were analyzed. Finally, the interface micro characteristics were analyzed through numerical simulation. The results indicate that the interface peak shear stress under constant stress conditions mainly exhibits strengthening characteristics, while under constant stiffness conditions it exhibits weakening characteristics. The position of the relationship curve between shear stress and normal stress gradually moves towards the direction of low normal stress as the experiment progresses, and the distance between the curves gradually decreases. The degree of particle breakage increases with the number of cycles but is mainly concentrated in the first few cycles. The principal stress is proportional to the normal stress, and its rotation degree gradually weakens with the normal stress. The contact number of particles at any angle increases with the normal stress. |
| first_indexed | 2024-03-10T22:57:56Z |
| format | Article |
| id | doaj.art-0d86d42991c546d184fef1fcb9c9dc3f |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-03-10T22:57:56Z |
| publishDate | 2023-09-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-0d86d42991c546d184fef1fcb9c9dc3f2023-11-19T09:51:21ZengMDPI AGBuildings2075-53092023-09-01139224110.3390/buildings13092241Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading ConditionsYongming Ma0Jukun Guo1Rui Wang2Qingyao Zhang3Qingxin Zhang4Jin Li5Shen Zuo6Civil Engineering Institute of Transportation, Shandong Jiaotong University, Jinan 250357, ChinaDepartment of Highway and Architecture, Shandong Transport Vocational College, Weifang 261206, ChinaSchool of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750014, ChinaSchool of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, ChinaSchool of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, ChinaCivil Engineering Institute of Transportation, Shandong Jiaotong University, Jinan 250357, ChinaCivil Engineering Institute of Transportation, Shandong Jiaotong University, Jinan 250357, ChinaIt is of great significance to deeply understand the stress damage mechanism of the pile–soil interface under cyclic loading for the safety control of engineering entities. Large-scale self-developed shear equipment was used to conduct cyclic shear tests of the interface between steel and siliceous sand, and the macroscopic shear characteristics and particle crushing characteristics were analyzed. Finally, the interface micro characteristics were analyzed through numerical simulation. The results indicate that the interface peak shear stress under constant stress conditions mainly exhibits strengthening characteristics, while under constant stiffness conditions it exhibits weakening characteristics. The position of the relationship curve between shear stress and normal stress gradually moves towards the direction of low normal stress as the experiment progresses, and the distance between the curves gradually decreases. The degree of particle breakage increases with the number of cycles but is mainly concentrated in the first few cycles. The principal stress is proportional to the normal stress, and its rotation degree gradually weakens with the normal stress. The contact number of particles at any angle increases with the normal stress.https://www.mdpi.com/2075-5309/13/9/2241siliceous sandnormal loadconstant stressconstant stiffnesscyclic shear characteristicsnumerical simulation |
| spellingShingle | Yongming Ma Jukun Guo Rui Wang Qingyao Zhang Qingxin Zhang Jin Li Shen Zuo Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions Buildings siliceous sand normal load constant stress constant stiffness cyclic shear characteristics numerical simulation |
| title | Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions |
| title_full | Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions |
| title_fullStr | Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions |
| title_full_unstemmed | Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions |
| title_short | Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions |
| title_sort | study on cyclic shear properties of siliceous sand steel interface under different normal loading conditions |
| topic | siliceous sand normal load constant stress constant stiffness cyclic shear characteristics numerical simulation |
| url | https://www.mdpi.com/2075-5309/13/9/2241 |
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