长江科学院院报 ›› 2014, Vol. 31 ›› Issue (7): 81-85.DOI: 10.3969/j.issn.1001-5485.2014.07.015

• 水工结构与材料 • 上一篇    下一篇

遮帘式板桩码头变形机制有限元分析

张昊1a,高玉峰1a,谭慧明1b,刘夫江2,刘辰2   

  1. 1.河海大学 a. 岩土工程科学研究所;b.港口海岸与近海工程学院,南京 210098;
    2.山东临沂水利工程总公司,山东 临沂 276000
  • 收稿日期:2013-10-05 修回日期:2014-07-03 出版日期:2014-07-01 发布日期:2014-07-04
  • 作者简介:张 昊(1979-),男,江苏南京人,博士研究生,研究方向为桩土相互作用,(电话)13851406002 (电子信箱)redhorse3845@163.com。
  • 基金资助:
    国家自然科学基金-青年科学基金项目(51309087)

Finite Element Analysis on Deformation Mechanism of Sheet-pile Quay Wall with Barrier Piles

ZHANG Hao1, GAO Yu-feng1, TAN Hui-ming2, LIU Fu-jiang3, LIU Chen3   

  1. 1.Geotechnical Research Institute , Hohai University, Nanjing 210098, China;
    2.College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;
    3.Shandong Linyi Water Conservancy Engineering Corporation, Linyi 276000, China
  • Received:2013-10-05 Revised:2014-07-03 Published:2014-07-01 Online:2014-07-04

摘要: 遮帘桩作为新型的支护结构作用在板桩码头结构上,造成常规板桩码头结构发生变形,现有的理论计算方法还不能完全反映其变形机制。借助ABAQUS通用有限元软件,结合工程实例,进行了二维及三维数值计算,计算结果表明:①对比数值计算结果与原型观测试验,模拟的结构变形与原型观测结果相仿,前墙上水平位移沿深度方向呈抛物线变化,而遮帘桩、锚碇墙上水平位移沿深度方向大致呈线性分布,竖向沉降与原型观测结果相似;②比较三维模型中间桩、边桩断面和原型观测上水平位移,前墙受遮帘桩影响,存在明显的遮帘效应。

关键词: 遮帘式板桩码头, 变形机制, 遮帘效应, 三维有限元

Abstract: Barrier pile is a new supporting structure for sheet pile quay wall. It causes deformation of the quay wall and the deformation mechanism cannot be entirely revealed by existing theories or calculation methods. We carried out 2-D and 3-D numerical computation on some engineering practices by using ABAQUS and found that: (1) the simulated structural deformation is consistent with that from prototype observation. The variation of horizontal deformation of the front wall is parabolic along depth, whereas the horizontal deformations of the barrier pile and the anchor wall are linear. Simulated vertical settlement is similar with prototype observation. (2) By comparing the horizontal deformation of middle pile and side-pile section in the 3-D model with that in the prototype observation, we found that the front wall was affected by barrier piles, showing obvious covered effect.

Key words: sheet pile quay wall with barrier piles, deformation mechanism, covered effect, 3D finite element

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