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Author:

Zhai, E. (Zhai, E..) | Xu, H. (Xu, H..) | Guo, S. (Guo, S..) | Jin, H. (Jin, H..) | Du, X. (Du, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

The in-situ tests on lateral monotonic loading are performed for offshore large diameter pipe piles which diameter is 2 m based on Xiangshui offshore wind farm. Monopile model is established by ANSYS, comparative analysis between the test results and API curve, [m] method and [m] correction method of code for pile foundation of harbor engineering are carried out basing the soil parameters from designer. It is shown that the results of API [p-y] curve method is conservative, the results of m method and [m] correction method are non conservative, but the results of m correction method is agreed with the tests. More tests data and computational analysis are needed for the comparative study of the above methods needs © 2019, Editorial Board of Acta Energiae Solaris Sinica. All right reserved.

Keyword:

Bearing capacity; Offshore wind; Steel pipe pile; [m] method; [p-y] curve

Author Community:

  • [ 1 ] [Zhai, E.]China Three Gorges Corporation, Beijing, 100038, China
  • [ 2 ] [Xu, H.]China Three Gorges Corporation, Beijing, 100038, China
  • [ 3 ] [Xu, H.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Guo, S.]China Three Gorges Corporation, Beijing, 100038, China
  • [ 5 ] [Jin, H.]China Three Gorges Corporation, Beijing, 100038, China
  • [ 6 ] [Du, X.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • [Xu, H.]China Three Gorges CorporationChina

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Source :

Acta Energiae Solaris Sinica

ISSN: 0254-0096

Year: 2019

Issue: 3

Volume: 40

Page: 681-686

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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