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Working mechanism and numerical simulation of assembly coastal building techniques
  • 期刊名称:J. Cent. South Univ. Technol.
  • 时间:0
  • 页码:180-185
  • 语言:英文
  • 分类:P753[交通运输工程—港口、海岸及近海工程;天文地球—海洋科学]
  • 作者机构:Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Research Academy, Hohai University, Geotechnical Research Institute,Hohai University, Tongtu Tech Co. Ltd.
  • 相关基金:Project (50639010) supported by the National Natural Science Foundation of China
  • 相关项目:海洋土的工程特性及其地基的变形机理研究
中文摘要:

A new coastal technique, named as assembly coastal building, was introduced. The main concept of the technique was the assembling components which could be combined and locked together to form a large caisson. The assembly coastal building technique was used in a sea access road in Zhuanghai 4X1 well, Dagang Oilfield. The design plans and in-situ tests in the sea access road project were introduced in detail. According to the Zhuanghai project, the numerical simulation method of assembly coastal building technique was proposed. 2D numerical simulations were performed in FLAC to analyze the displacement and stability of the technique in the construction process and post-construction period. The settlement calculated is close to the in-situ results, which proves that the proposed numerical method is reasonable. Results show that the assembly coastal building technique has large safety factor under the gravity loading and wave loadings.

英文摘要:

A new coastal technique, named as assembly coastal building, was introduced. The main concept of the technique was the assembling components which could be combined and locked together to form a large caisson. The assembly coastal building technique was used in a sea access road in Zhuanghai 4X1 well, Dagang Oilfield. The design plans and in-situ tests in the sea access road project were introduced in detail. According to the Zhuanghai project, the numerical simulation method of assembly coastal building technique was proposed. 2D numerical simulations were performed in FLAC to analyze the displacement and stability of the technique in the construction process and post-construction period. The settlement calculated is close to the in-situ results, which proves that the proposed numerical method is reasonable. Results show that the assembly coastal building technique has large safety factor under the gravity loading and wave loadings.

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