Concepts for mitigation of spudean-footprint interaction in normally consolidated clay

被引：0
|
作者：
Dean, ETR [1 ]
Serra, H [1 ]
机构：
[1] Soil Model Ltd, Aberdeen, Scotland
来源：
PROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 | 2004年
关键词：
clay; footprint; interaction; jackup; spudcan;
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
When a jackup deploys at a location and then moves away, it leaves footprints which can affect subsequent jackup deployment at the same location. This paper explores the literature of footprint interaction in soft clay, and discusses a number of foundation solution concepts which show promise in enabling a jackup to be positioned with tight positional tolerances at any desired location, irrespective of pre-existing footprints. Techniques for further investigations are briefly reviewed.
引用
收藏
页码：721 / 728
页数：8
相关论文
共 50 条
  • [31] STRESS-PROBE EXPERIMENTS ON SATURATED NORMALLY-CONSOLIDATED CLAY
    NAYLOR, DJ
    GEOTECHNIQUE, 1970, 20 (03): : 336 - &
  • [32] Thermo-mechanical behavior of normally consolidated soft Bangkok clay
    Trani, Laricar Dominic O.
    Bergado, Dennes T.
    Abuel-Naga, Hossam M.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2010, 4 (01) : 31 - 44
  • [33] VISCOUS EFFECTS OBSERVED IN TESTS ON AN ANISOTROPICALLY NORMALLY CONSOLIDATED SILTY CLAY
    OREILLY, MP
    BROWN, SF
    OVERY, RF
    GEOTECHNIQUE, 1989, 39 (01): : 153 - 158
  • [34] Tension resistance and suction of plate anchor foundation in normally consolidated clay
    Liu, Jia
    Wang, Dong
    Yantu Lixue/Rock and Soil Mechanics, 2009, 30 (03): : 735 - 740
  • [35] Changes in the instantaneous shear modulus of normally consolidated clay with shear history
    Iizuka, A
    Tachibana, S
    Kawai, K
    Ohta, H
    SOILS AND FOUNDATIONS, 2005, 45 (02) : 135 - 143
  • [36] GEOCHEMICAL INVESTIGATION OF SENSITIVITY OF A NORMALLY CONSOLIDATED CLAY FROM DRAMMEN, NORWAY
    BALASUBRAMONIAN, B
    MORGENST.N
    GEOTECHNIQUE, 1972, 22 (03): : 542 - +
  • [37] GEOCHEMICAL INVESTIGATION OF SENSITIVITY OF A NORMALLY CONSOLIDATED CLAY FROM DRAMMEN, NORWAY
    MOUM, J
    LOKEN, T
    TORRANCE, JK
    GEOTECHNIQUE, 1971, 21 (04): : 329 - &
  • [38] METHOD FOR ESTIMATING THE CONSOLIDATION OF A NORMALLY CONSOLIDATED CLAY OF SOME AGE.
    Murakami, Yukitoshi
    Soils and Foundations, 1980, 20 (04): : 83 - 93
  • [39] STRESS-STRAIN-DILATANCY RELATIONSHIPS OF NORMALLY CONSOLIDATED DHAKA CLAY
    Rahman, Muhammad Abdur
    Shahin, Hossain Md
    Nakai, Teruo
    INTERNATIONAL JOURNAL OF GEOMATE, 2018, 15 (51): : 188 - 194
  • [40] THE BEHAVIOR OF NORMALLY CONSOLIDATED CLAY AS OBSERVED IN UNDRAINED DIRECT SHEAR TESTS
    WROTH, CP
    GEOTECHNIQUE, 1987, 37 (01): : 37 - 43
12345