Comparative study on horizontal bearing capacity of steel pipe pile for xiangshui offshore wind farm [响水海上风电钢管桩基础水平承载特性对比研究] - 文章详情页

作者：

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

收录：

Scopus PKU CSCD

摘要：

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.

关键词：

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

作者机构：

[ 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

通讯作者信息：

[Xu, H.]China Three Gorges CorporationChina

电子邮件地址：

xuhaibin1982@126.com

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