Undrained creep susceptibility of clays

被引：0
|
作者：
Lacasse, Suzanne [1 ]
Berre, Torav [1 ]
机构：
[1] Norwegian Geotech Inst, Int Ctr Geohazards, N-0806 Oslo, Norway
来源：
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT | 2005年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper reviews the different components of settlement and essential concepts of undrained creep of saturated clays. The results of triaxial and simple shear undrained creep tests on a Norwegian clay are compared to the results reported in the literature. The undrained characteristics are assembled in a creep susceptibility diagram and analysed as a function of the behaviour of other materials known to be creep susceptible. A procedure to estimate the creep susceptibility of a clay in practice is proposed.
引用
收藏
页码：531 / 536
页数：6
相关论文
共 50 条
  • [41] MODELING OF UNDRAINED CREEP OF NORMALLY CONSOLIDATED CLAY
    FARUQUE, MO
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1986, 112 (10): : 1007 - 1020
  • [42] Evaluating ageing effects of undrained shear strength of soft clays
    Temma, M
    Shibuya, S
    Mitachi, T
    COASTAL GEOTECHNICAL ENGINEERING IN PRACTICE, VOL 1, 2000, : 173 - 179
  • [43] Undrained shear strength prediction of clays using liquidity index
    Wang, Qiusheng
    Qiu, Songnan
    Zheng, Hong
    Zhang, Ruitao
    ACTA GEOTECHNICA, 2024, 19 (07) : 4325 - 4342
  • [44] Undrained shear strength of norwegian clays estimated by neural networks
    Kurup, PU
    Dudani, NK
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 437 - 440
  • [45] Undrained Stability of Unsupported Conical Slopes in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
    Yodsomjai, Wittawat
    Keawsawasvong, Suraparb
    Senjuntichai, Teerapong
    TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY, 2021, 8 (04) : 557 - 568
  • [46] Undrained Stability of Unsupported Conical Slopes in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
    Wittawat Yodsomjai
    Suraparb Keawsawasvong
    Teerapong Senjuntichai
    Transportation Infrastructure Geotechnology, 2021, 8 : 557 - 568
  • [47] ANISOTROPIC UNDRAINED STRESS-STRAIN BEHAVIOR OF CLAYS - CLOSURE
    PREVOST, JH
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1980, 106 (03): : 338 - 338
  • [48] Evaluating undrained rigidity index of clays from piezocone data
    Agaiby, S. S.
    Mayne, P. W.
    CONE PENETRATION TESTING 2018, 2018, : 65 - 71
  • [49] Undrained shear strength for K0 overconsolidated clays
    Hou, Wei
    Yao, Yangping
    Cui, Wenjie
    Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2008, 40 (06): : 795 - 803
  • [50] EFFECT OF CYCLIC LOADS ON UNDRAINED STRENGTH OF 2 MARINE CLAYS
    KOUTSOFTAS, DC
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1978, 104 (05): : 609 - 620
12345