A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure
Pile–anchor structures are widely used in foundation excavation and slope reinforcement due to their safety and reliability. However, the pile–anchor structures have the common problem of the prestress loss of anchor cables, which may reduce the stability of the structures. To accurately predict the...
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| Format: | Article |
| Language: | English |
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MDPI AG
2022-04-01
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| Series: | Mathematics |
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| Online Access: | https://www.mdpi.com/2227-7390/10/8/1260 |
| _version_ | 1797410215622082560 |
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| author | Xing Gao Jinqing Jia Guoxiong Mei Xiaohua Bao Lihua Zhang Xiaoping Liao |
| author_facet | Xing Gao Jinqing Jia Guoxiong Mei Xiaohua Bao Lihua Zhang Xiaoping Liao |
| author_sort | Xing Gao |
| collection | DOAJ |
| description | Pile–anchor structures are widely used in foundation excavation and slope reinforcement due to their safety and reliability. However, the pile–anchor structures have the common problem of the prestress loss of anchor cables, which may reduce the stability of the structures. To accurately predict the prestress loss of anchor cables, a new prestress loss calculation model was established, and the availability of the prestress loss calculation model was verified through engineering cases. Meanwhile, aiming at the long-term prestress loss of anchor cables, the coupled creep behavior of anchor cable–rock and soil was studied and an anchor cable–rock and soil coupled creep model suitable for pile–anchor structures is proposed. The model test confirms that the coupled creep model could accurately describe the coupled creep behavior of the anchor cable and the rock and soil mass. The models provide a theoretical basis for the study of the prestress of anchor cables in pile–anchor structures, and have a guiding significance for the design and construction in foundation excavation and slope engineering. |
| first_indexed | 2024-03-09T04:25:40Z |
| format | Article |
| id | doaj.art-433fa84de6554414b0a3c390d53d8b48 |
| institution | Directory Open Access Journal |
| issn | 2227-7390 |
| language | English |
| last_indexed | 2024-03-09T04:25:40Z |
| publishDate | 2022-04-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Mathematics |
| spelling | doaj.art-433fa84de6554414b0a3c390d53d8b482023-12-03T13:40:15ZengMDPI AGMathematics2227-73902022-04-01108126010.3390/math10081260A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor StructureXing Gao0Jinqing Jia1Guoxiong Mei2Xiaohua Bao3Lihua Zhang4Xiaoping Liao5The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, ChinaThe State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, ChinaCollege of Civil Engineering and Architecture, Guangxi University, Nanning 530004, ChinaSchool of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518061, ChinaThe State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, ChinaNorthwest Research Institute Co., Ltd. of China Railway Engineering Corporation, Lanzhou 730000, ChinaPile–anchor structures are widely used in foundation excavation and slope reinforcement due to their safety and reliability. However, the pile–anchor structures have the common problem of the prestress loss of anchor cables, which may reduce the stability of the structures. To accurately predict the prestress loss of anchor cables, a new prestress loss calculation model was established, and the availability of the prestress loss calculation model was verified through engineering cases. Meanwhile, aiming at the long-term prestress loss of anchor cables, the coupled creep behavior of anchor cable–rock and soil was studied and an anchor cable–rock and soil coupled creep model suitable for pile–anchor structures is proposed. The model test confirms that the coupled creep model could accurately describe the coupled creep behavior of the anchor cable and the rock and soil mass. The models provide a theoretical basis for the study of the prestress of anchor cables in pile–anchor structures, and have a guiding significance for the design and construction in foundation excavation and slope engineering.https://www.mdpi.com/2227-7390/10/8/1260pile–anchor structurecoupled creep modelprestress lossprestressed anchor cablemodel testfield test |
| spellingShingle | Xing Gao Jinqing Jia Guoxiong Mei Xiaohua Bao Lihua Zhang Xiaoping Liao A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure Mathematics pile–anchor structure coupled creep model prestress loss prestressed anchor cable model test field test |
| title | A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure |
| title_full | A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure |
| title_fullStr | A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure |
| title_full_unstemmed | A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure |
| title_short | A New Prestress Loss Calculation Model of Anchor Cable in Pile–Anchor Structure |
| title_sort | new prestress loss calculation model of anchor cable in pile anchor structure |
| topic | pile–anchor structure coupled creep model prestress loss prestressed anchor cable model test field test |
| url | https://www.mdpi.com/2227-7390/10/8/1260 |
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