Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway
文献类型:期刊论文
作者 | Yu, Dawei1,2; Ye, Jianhong2; Yao, Leihua1 |
刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
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出版日期 | 2020-06-13 |
页码 | 16 |
关键词 | Long-term settlement Reclaimed coral reef islands Improved Burgers creep model Aircraft runway on coral reef island Creep of coral sands |
ISSN号 | 1435-9529 |
DOI | 10.1007/s10064-020-01866-z |
英文摘要 | Airport runways built on reclaimed coral calcareous sand foundation on coral reef islands is a type of important infrastructure for marine science observation, marine disaster relief, and marine supplies. Creep behavior of coral calcareous sand foundation under long-term loading applied by overlying structures could cause continuous foundation settlement; and excessive settlement may affect the normal service ability of airport runways built on coral reef islands. In this study, it is aimed to predict the long-term settlement of an airport runway built on a reclaimed coral reef island in the South China Sea (SCS) adopting a finite element method. Firstly, two improved Burgers creep models are proposed based on some laboratory triaxial test results; and then, they are embedded into the finite element software ABAQUS using the User Material Subroutine (UMAT) interface. Secondly, the two proposed improved Burgers creep models are validated by a series of triaxial creep tests for the coral calcareous sands sampled from a reclaimed coral reef island in SCS. Meanwhile, the parameters describing the creep behavior of the coral calcareous sands in SCS are calibrated for the subsequent numerical analysis. Thirdly, the long-term settlement of an airport runway built on a reclaimed coral reef island in SCS is numerically predicted adopting the two proposed improved Burgers creep models and the calibrated parameters. The computational results show that the settlement of the airport runway is in the range of 6.7 to 19.9 mm in the future 50 years, satisfying the requirement of Chinese design code MH/T 5027-2013. Finally, parametric analysis is performed to screen the significance and sensitivity of the parameters describing the creep behavior of the coral calcareous sands. |
资助项目 | Strategic Priority Research Program of the Chinese Academy of Sciences[XDA13010202] ; National Natural Science Foundation of China[51879257] |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000539938500001 |
出版者 | SPRINGER HEIDELBERG |
源URL | [http://119.78.100.198/handle/2S6PX9GI/24389] ![]() |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Ye, Jianhong |
作者单位 | 1.China Univ Geosci Beijing, Sch Engn & Technol, Beijing 100083, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China |
推荐引用方式 GB/T 7714 | Yu, Dawei,Ye, Jianhong,Yao, Leihua. Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2020:16. |
APA | Yu, Dawei,Ye, Jianhong,&Yao, Leihua.(2020).Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,16. |
MLA | Yu, Dawei,et al."Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2020):16. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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