Earthquakes and Structures

  • 제15권2호
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  • Pages.215-225
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  • 2018
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A foundation treatment optimization approach study in hydraulic engineering

  • Zhang, Tianye (College of Water Conservancy and Hydropower Engineering, Hohai University) ;
  • Liu, Shixia (Benxi Branch of Liaoning Hydrology and Water Resources Survey Bureau)
  • 투고 : 2018.04.02
  • 심사 : 2018.05.17
  • 발행 : 2018.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

To reach a better foundation treatment project, an optimized analysis of composite foundation was studied in the field of hydraulic engineering. Its unique characteristics in hydraulic engineering were concluded. And, the overall and detailed analysis of the composite foundation model established was carried out. The index parameters of the vertical reinforced rigid pile composite foundation were formulated. Further, considering the unique role of cushion in hydraulic engineering, its penetration and regularity were analyzed. Then, comparative and optimized analyses of cushion multistage physical dimensions and multistage material characteristics were established. The parameters of the piles distance were optimized and the multilevel scientific and reasonable parameters information was obtained. Based on the information of these parameters, the practical application was verified. It effectively supported the effective application of vertical reinforcement rigid pile composite foundation in hydraulic engineering. The service mechanism of composite foundation was fully analyzed.

키워드

과제정보

연구 과제 주관 기관 : Jiangsu Higher Education Institutions (PAPD)

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