Strain-path controlled Ko consolidation of marine clays with bender element test

被引：0
|
作者：
Uchida, K [1 ]
Stedman, JD [1 ]
Shimizu, M [1 ]
机构：
[1] Kobe Univ, Dept Agr & Environm Engn, Kobe, Hyogo, Japan
来源：
PROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 | 2004年
关键词：
strain-path control; triaxial test; K(0)-consolidation; DPVC; pleistocene clay; bender element; scanning electron microscope (SEM);
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：
This research was conducted to examine the response of Pleistocene clay to triaxial K(0)-consolidation testing. To compare with the Pleistocene clay, the same testing was performed on reconstructed clay samples of kaolin clay. The difference between this strain-path controlled K(0)-consolidation testing and the conventional one, and the advantage of this system is described in detail. Additionally, consolidation characteristics and structural change were investigated using a bender element system. The clay sample was also observed using a scanning electron microscope (SEM) to compare structural changes before and after testing.
引用
收藏
页码：625 / 630
页数：6
相关论文
共 27 条
  • [1] Strain-path control Ko consolidation of marine clays
    Uchida, K
    Stedman, DJ
    Sakagami, T
    PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2003, : 555 - 560
  • [2] Anisotropy of elastic moduli at small strain of sands and clays by bender element test
    Hori, T.
    Yamashita, S.
    Suzuki, T.
    Geomechanics and Geotechnics of Particulate Media, 2006, : 41 - 47
  • [3] Hollow cylindrical torsional shear test under strain-path control
    Uchida, K
    Fujihara, N
    Fukui, K
    PROCEEDINGS OF THE FOURTEENTH (2004) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2004, : 613 - 618
  • [4] A simple constitutive model of sand based on strain-path controlled tests
    Asaka, Y
    Tokimatsu, K
    Iwasaki, K
    Shamoto, Y
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, 2003, : 1103 - 1109
  • [5] Design charts for consolidation settlement of marine clays using finite strain consolidation theory
    Jun, Sang-Hyun
    Lee, Jong-Ho
    Park, Byung-Soo
    Kwon, Hyuk-Jae
    GEOMECHANICS AND ENGINEERING, 2021, 24 (03) : 295 - 305
  • [6] Finite element modeling of plastic anisotropy induced by texture and strain-path change
    Li, SY
    Hoferlin, E
    Van Bael, A
    Van Houtte, P
    Teodosiu, C
    INTERNATIONAL JOURNAL OF PLASTICITY, 2003, 19 (05) : 647 - 674
  • [7] Sand drain design based on cyclic strain-path controlled triaxial data
    Uchida, K
    Stedman, JD
    PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2003, : 393 - 400
  • [8] A simple stress-strain relation based on stress-path behavior in strain-path controlled triaxial tests
    Asaka, Y
    Tokimatsu, K
    Iwasaki, K
    Shamoto, Y
    SOILS AND FOUNDATIONS, 2003, 43 (02) : 55 - 68
  • [9] Analysis of 1D large strain consolidation of structured marine soft clays
    Li, Chuan-xun
    Xiao, Jin-yang
    Wu, Wen-bing
    Mei, Guo-xiong
    Ni, Peng-peng
    Leo, Chin-jian
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2020, 21 (01): : 29 - 43
  • [10] Large and small strain FE analyses of CRS consolidation tests of soft marine clays
    Shimizu, M
    PROCEEDINGS OF THE SIXTH (1996) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL I, 1996, 1996, : 424 - 430
123