RATE EFFECTS IN PRESSUREMETER TESTS IN CLAYS

被引:18
|
作者
ANDERSON, WF [1 ]
PYRAH, IC [1 ]
ALI, FH [1 ]
机构
[1] UNIV MALAYA,DEPT CIVIL & STRUCT ENGN,KUALA LUMPUR 2211,MALAYSIA
来源
关键词
D O I
10.1061/(ASCE)0733-9410(1987)113:11(1344)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:1344 / 1358
页数:15
相关论文
共 50 条
  • [41] An analysis of pressuremeter holding tests - Discussion
    Fahey, M
    Goh, AL
    Fioravante, V
    Jamiolkowski, M
    Lancellotta, R
    GEOTECHNIQUE, 1997, 47 (02): : 375 - 379
  • [42] Pressuremeter, permeability and plate tests - Discussion
    Powell, JJM
    ADVANCES IN SITE INVESTIGATION PRACTICE, 1996, : 642 - 658
  • [43] An Improved Technique for Prebored Pressuremeter Tests
    Masoud, Zubair
    Khan, Ammad Hassan
    KSCE JOURNAL OF CIVIL ENGINEERING, 2019, 23 (07) : 2839 - 2846
  • [44] INTERPRETATION PROCEDURE FOR PRESSUREMETER TESTS IN SAND
    JURAN, I
    MAHMOODZADEGAN, B
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (11): : 1617 - 1632
  • [45] An Improved Technique for Prebored Pressuremeter Tests
    Zubair Masoud
    Ammad Hassan Khan
    KSCE Journal of Civil Engineering, 2019, 23 : 2839 - 2846
  • [46] Interpretation of pressuremeter unloading tests in sands
    Yu, HS
    GEOTECHNIQUE, 1996, 46 (01): : 17 - 31
  • [47] Effects of swelling during saturation in triaxial tests in clays
    Cho, Wanjei
    Holman, Terence P.
    Jung, Young-Hoon
    Finno, Richard J.
    GEOTECHNICAL TESTING JOURNAL, 2007, 30 (05): : 378 - 386
  • [48] Comparison of undrained shear strength by pressuremeter and other tests, and numerical assessment of the effect of finite probe length in pressuremeter tests
    Isik, Nihat Sinan
    Ulusay, Resat
    Doyuran, Vedat
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2015, 74 (03) : 685 - 695
  • [49] Comparison of undrained shear strength by pressuremeter and other tests, and numerical assessment of the effect of finite probe length in pressuremeter tests
    Nihat Sinan Isik
    Resat Ulusay
    Vedat Doyuran
    Bulletin of Engineering Geology and the Environment, 2015, 74 : 685 - 695
  • [50] Effects of Swelling During Saturation in Triaxial Tests in Clays
    Department of Civil and Environmental Engineering, Northwestern University, Evanston
    IL
    60208, United States
    不详
    NJ
    07866, United States
    Geotech. Test. J., 2007, 5 (378-386):