Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering
The ultimate bearing capacity of the monopile foundation of an offshore wind turbine iscontrolled by the foundation deformation. It is very important to select the appropriate soilconstitutive model in the analysis and design of monopile foundation. Based on the results of thelateral loading tests o...
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| Format: | Article |
| Language: | zho |
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Editorial Office of Pearl River
2020-01-01
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| Series: | Renmin Zhujiang |
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| Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.07.006 |
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| _version_ | 1841535602429788160 |
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| author | PAN Bing CHU Weijiang |
| author_facet | PAN Bing CHU Weijiang |
| author_sort | PAN Bing |
| collection | DOAJ |
| description | The ultimate bearing capacity of the monopile foundation of an offshore wind turbine iscontrolled by the foundation deformation. It is very important to select the appropriate soilconstitutive model in the analysis and design of monopile foundation. Based on the results of thelateral loading tests of indoor pile foundation, this paper analyzes the applicability of variousmethods in the analysis of large diameter pile foundation engineering by comparing the lateralloading deformation characteristics of the pile foundation calculated by the three methods of HSmodel, MC model, and p-y curve, and their relationship with the test results. The research resultsshow that, within the ultimate lateral bearing capacity, both the p-y curve method and the MC modelwill overestimate the horizontal deformation resistance of the soil, and the calculation resultsof HS model are closer to the measured data, so it is more suitable for analysis and design oflarge diameter monopile foundation engineering. |
| format | Article |
| id | doaj-art-17b0378a06204dea8143109e8dd48c96 |
| institution | Kabale University |
| issn | 1001-9235 |
| language | zho |
| publishDate | 2020-01-01 |
| publisher | Editorial Office of Pearl River |
| record_format | Article |
| series | Renmin Zhujiang |
| spelling | doaj-art-17b0378a06204dea8143109e8dd48c962025-01-15T02:30:20ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352020-01-014147649771Applicability Analysis of HS Model in Large Diameter Monopile Foundation EngineeringPAN BingCHU WeijiangThe ultimate bearing capacity of the monopile foundation of an offshore wind turbine iscontrolled by the foundation deformation. It is very important to select the appropriate soilconstitutive model in the analysis and design of monopile foundation. Based on the results of thelateral loading tests of indoor pile foundation, this paper analyzes the applicability of variousmethods in the analysis of large diameter pile foundation engineering by comparing the lateralloading deformation characteristics of the pile foundation calculated by the three methods of HSmodel, MC model, and p-y curve, and their relationship with the test results. The research resultsshow that, within the ultimate lateral bearing capacity, both the p-y curve method and the MC modelwill overestimate the horizontal deformation resistance of the soil, and the calculation resultsof HS model are closer to the measured data, so it is more suitable for analysis and design oflarge diameter monopile foundation engineering.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.07.006HS modelMC modelp-y curvelarge diameter monopile foundationlateral bearing capacity |
| spellingShingle | PAN Bing CHU Weijiang Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering Renmin Zhujiang HS model MC model p-y curve large diameter monopile foundation lateral bearing capacity |
| title | Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering |
| title_full | Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering |
| title_fullStr | Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering |
| title_full_unstemmed | Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering |
| title_short | Applicability Analysis of HS Model in Large Diameter Monopile Foundation Engineering |
| title_sort | applicability analysis of hs model in large diameter monopile foundation engineering |
| topic | HS model MC model p-y curve large diameter monopile foundation lateral bearing capacity |
| url | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.07.006 |
| work_keys_str_mv | AT panbing applicabilityanalysisofhsmodelinlargediametermonopilefoundationengineering AT chuweijiang applicabilityanalysisofhsmodelinlargediametermonopilefoundationengineering |