Technical problems in the one-dimensional consolidation of cohesive soils under varying temperature

被引：0
|
作者：
Shimizu, M [1 ]
机构：
[1] Tottori Univ, Tottori 680, Japan
来源：
PROCEEDINGS OF THE NINTH (1999) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1, 1999 | 1999年
关键词：
clay; temperature; consolidation; thermal expansion;
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：
We have to overcome technical problems in conducting mechanical tests in which temperature is varied. By presenting the method of and results from a consolidation test on a saturated clay in which specimen's temperature was varied from 20 to 80 degrees C, we discuss the effects of the thermal deformation of the equipment and soil constituents, soil particles and pore fluid, upon the determination of the volume change and the void ratio.
引用
收藏
页码：510 / 513
页数：4
相关论文
共 50 条
  • [31] One-Dimensional Consolidation of Layered and Visco-Elastic Soils under Arbitrary Loading
    Yuan-qiang Cai
    Chang-jie Xu
    Hai-ming Yuan
    Applied Mathematics and Mechanics, 2001, 22 : 353 - 360
  • [32] SOLUTION OF SOME NONLINEAR ONE-DIMENSIONAL CONSOLIDATION PROBLEMS
    THOMAS, HR
    COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1987, 3 (05): : 435 - 443
  • [33] Possibilistic Uncertainty Quantification in One-Dimensional Consolidation Problems
    Boumezerane, Djamalddine
    ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART B-MECHANICAL ENGINEERING, 2021, 7 (02):
  • [34] Semianalytical Solution of One-Dimensional Consolidation of Multilayered Unsaturated Soils
    Li, Linzhong
    Qin, Aifang
    Jiang, Lianghua
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 21 (08)
  • [35] On the analytical method of one-dimensional primary consolidation for saturated soils
    Xie, Xin-Yu
    Zhang, Ji-Fa
    Zeng, Guo-Xi
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2002, 36 (04): : 347 - 351
  • [36] ONE-DIMENSIONAL CONSOLIDATION OF UNSATURATED FINE-GRAINED SOILS
    TEKINSOY, MA
    HAKTANIR, T
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1990, 116 (05): : 838 - 850
  • [37] Vacuum and surcharge combined one-dimensional consolidation of clay soils
    Mohamedelhassan, E
    Shang, JQ
    CANADIAN GEOTECHNICAL JOURNAL, 2002, 39 (05) : 1126 - 1138
  • [38] A simple analytical solution to one-dimensional consolidation for unsaturated soils
    Zhou, Wan-Huan
    Zhao, Lin-Shuang
    Li, Xi-Bin
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (08) : 794 - 810
  • [39] A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils
    Wang, Lei
    Xu, Yongfu
    Xia, Xiaohe
    Li, Linzhong
    He, Yuelei
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (06)
  • [40] Closed-form solutions for one-dimensional consolidation in saturated soils under different waveforms of time-varying external loading
    Deng, Jiao-Hong
    Lee, Jhe-Wei
    Lo, WeiCheng
    JOURNAL OF HYDROLOGY, 2019, 573 : 395 - 405
12345