Centrifuge model tests on soft clay improved by fabri-packed sand drain

被引:0
|
作者
Katayama, Tadashi
Hitachi, Sosuke
Kitazume, Masaki
Aihara, Naohiro
机构
关键词
Centrifuges - Consolidation - Geotextiles - Land reclamation - Materials testing - Models - Pressure - Sand;
D O I
10.2208/jscej.1993.481_107
中图分类号
学科分类号
摘要
A sea reclamation has been performed using dredged clay for the Haneda International Airport expansion project. Since the thick ground has an extremely high water content, fabri-packed sand drains, which are sand drains wrapped by envelopes of geotextile, are planned to be used. A series of centrifuge tests was performed changing the tensile rigidity of the geotextile to investigate the effect on the consolidation behavior of the ground. The study shows that the fabri-packed sand drain functions well as a drain even in the extremely soft soil. And also revealed is that the anticipated concentration of the fill pressure remains small if an appropriate geotextile is selected.
引用
收藏
页码:107 / 115
相关论文
共 50 条
  • [1] Centrifuge model tests on clay ground partly improved by sand compaction piles
    Shinsha, H.
    Takata, K.
    Kurumada, Y.
    Fujii, N.
    Proceedings of the International Conference Centrifuge 1991, 1991,
  • [2] Model tests on consolidation behavior of soft clay ground improved by plastic board drain
    You, SK
    Oda, K
    Matsui, T
    PROCEEDINGS OF THE ELEVENTH (2001) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 2001, : 687 - 693
  • [3] Dynamic properties of soft clay and loose sand from seismic centrifuge tests
    Rayhani M.H.T.
    Naggar M.H.
    Geotech. Geol. Eng., 2008, 5 (593-602): : 593 - 602
  • [4] Centrifuge anchor dragging tests in sand and clay
    van Lottum, H.
    Luger, H. J.
    Bezuijen, A.
    PHYSICAL MODELLING IN GEOTECHNICS, VOLS. 1 AND 2, 2010, : 1063 - 1068
  • [5] Applicability of CPT for construction control of seawall on soft clay improved by sand drain method
    Fukasawa, T
    Mizukami, J
    Kusakabe, O
    SOILS AND FOUNDATIONS, 2004, 44 (02) : 127 - 138
  • [6] Centrifuge tests on installation of suction anchors in soft clay
    Andersen, KH
    Jeanjean, P
    Luger, D
    Jostad, HP
    DEEPWATER MOORING SYSTEMS: CONCEPTS, DESIGN, ANALYSIS AND MATERIALS, 2003, : 13 - 27
  • [7] Centrifuge tests on installation of suction anchors in soft clay
    Andersen, KH
    Jeanjean, P
    Luger, D
    Jostad, HP
    OCEAN ENGINEERING, 2005, 32 (07) : 845 - 863
  • [8] Centrifuge model tests on spudcan penetration and extraction in sand-clay mixed soil
    Sugiyama, Yuri
    Takahashi, Hidenori
    OCEAN ENGINEERING, 2024, 304
  • [9] Comparison of centrifuge model tests of tetrapod piled jacket foundation in saturated sand and clay
    Zhu, B.
    Wen, K.
    Wang, L. J.
    Chen, Y. M.
    PHYSICAL MODELLING IN GEOTECHNICS, VOL 1, 2018, : 767 - 772
  • [10] DYNAMIC CENTRIFUGE MODEL TESTS ON CLAY EMBANKMENTS
    KUTTER, BL
    JAMES, RG
    GEOTECHNIQUE, 1989, 39 (01): : 91 - 106