留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

海底沉积物取样的扰动机理研究

秦华伟 陈鹰 顾临怡

秦华伟, 陈鹰, 顾临怡. 海底沉积物取样的扰动机理研究[J]. 海洋学报, 2007, 29(2): 92-97.
引用本文: 秦华伟, 陈鹰, 顾临怡. 海底沉积物取样的扰动机理研究[J]. 海洋学报, 2007, 29(2): 92-97.
QIN Hua-wei, CHEN Ying, GU Lin-yi. Research on disturbing theory of deep-sea sediment sampling[J]. Haiyang Xuebao, 2007, 29(2): 92-97.
Citation: QIN Hua-wei, CHEN Ying, GU Lin-yi. Research on disturbing theory of deep-sea sediment sampling[J]. Haiyang Xuebao, 2007, 29(2): 92-97.

海底沉积物取样的扰动机理研究

基金项目: 国家自然科学基金资助项目(50675055)

Research on disturbing theory of deep-sea sediment sampling

  • 摘要: 海底沉积物取样技术对大洋诸多科学研究来说非常重要,各种研究目标的实现与沉积物样品的质量息息相关.在使用常规管状取样器对松软或轻微固结的沉积物取样时,沉积物样品的扰动总是不可避免的.以机械手持式沉积物取样器为原型机,建立了管状取样器的取样过程模型,分析了沉积物样品的扰动机理;采用球形孔扩张理论获得了沉积物土体受到取样管挤压扩张的理论解;结合太平洋具体沉积物土体物理力学参数,对管状取样器取样造成沉积物扰动的状况给出了一个定量描述,并且提出取样管壁的厚度是减小沉积物扰动的关键参数.
  • 叶瑛,王汝建,屠霄霞,等.东太平洋柱状沉积物的古气候和古环境记录[J].海洋学报,2005,27(3):170-175.
    LEBEL J,SILVERBERG N,SUNDBY B.Gravity core shortening and pore water chemical gradients[J].Deep-Ssa Res,1982,29:1 365-1 372.
    朱亮,顾临怡,秦华伟.海底沉积物保真采样技术及应用[J].浙江大学学报(工学版),2005,39(7):1 060-1 063.
    QIN Hua-wei,GU Lin-yi,LI Shi-lun,et al.Pressure tight piston corer——a new approach on gas hydrates investigation[J].China Ocean Engineering,2005,19(1):121-128.
    LI Shi-lun,CHEN Ying,QIN Hua-wei,et al.A new pressure piston corer for seafloor sediments in gas hydrate areas[A].The Proceedings of the 6th(2005) ISOPE Ocean Mining Symposium[C].Changsha,Hunan,China:International Society of Offshore and Polar Engineers,2005.213-217.
    PARKER W R,SILLS G C.Observatoin of corer penetration and sample entry during gravity coring[J].Mar Geophys Res,1990,12:101-107.
    PARKER W R.Quality control in mud coring[J].Geo-Mar Lett,1991,11:132-137.
    SKINNER L C,McCAVE I N.Analysis and modeling of gravity-and piston-coring based on soil mechanics[J].Marine Geology,2003,19:181-204.
    KYUHO Paik.RODRIGO Salgado,ASCE M.Determination of bearing capacity of open-ended piles in sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,(1):46-57.
    TIMOTHY Francis J G,LEE Yir-der E.Determination of in situ sediment shear strength from advanced piston corer pullout forces[J].Marine Georesources and Geotechnology,2000,18:295-314.
    KYUBO Paik,SALGADO Rodrigo,LEE Junhwan,et al.Behavior of open-and closed-ender piles driven into sands[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,(4):296-306.
    LIYANAPATHIRANA D S,DEEKS A J,RANDOLPH M F.Numerical analysis of soil plug behaviour inside open-ended piles during driving[J].International Journal for Numerical and Analytical Methods in Geomechanics,1998,22:303-322.
    LIYANAPATHIRANA D S,DEEKS A J,RANDOLPH M F.Numerical modeling of large deformations associated wit driving of openended piles[J].International Journal for Numerical and Analytical Methods in Geomechanics,2000,24:1 079-1 101.
    VESCI A S.Expansion of cavities in infinite soil mass[J].J Soil Mech Fndn Engng Div,1972,98(3):265-290.
    YU Hai-sui,HOULSBY G T.Finite cavity expansion in dilatant soils:loading analysis[J].Geotechnique,1991,41(2):173-183.
    地质矿产部广州地质调查局.太平洋地质科学调查(三)[M].北京:地质出版社,1993.
  • 加载中
计量
  • 文章访问数:  674
  • HTML全文浏览量:  10
  • PDF下载量:  1013
  • 被引次数: 0
出版历程
  • 收稿日期:  2006-04-17
  • 修回日期:  2006-08-08

目录

    /

    返回文章
    返回