Discussion of "Measuring strength and consolidation properties in lacustrine clay using piezocone and self-boring pressuremeter tests"

被引:0
|
作者
Mesri, G. [1 ]
Zhang, L. [1 ]
机构
[1] Univ Illinois, Civil & Environm Engn Dept, Champaign, IL 61820 USA
关键词
UNDRAINED SHEAR-STRENGTH;
D O I
10.1139/cgj-2023-0053
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
5
引用
收藏
页码:836 / 837
页数:2
相关论文
共 37 条
  • [12] INTERPRETATION OF MODULI FROM SELF-BORING PRESSUREMETER TESTS IN SAND
    BELLOTTI, R
    GHIONNA, V
    JAMIOLKOWSKI, M
    ROBERTSON, PK
    PETERSON, RW
    GEOTECHNIQUE, 1989, 39 (02): : 269 - 292
  • [13] Finite strain analysis for self-boring pressuremeter tests in sand
    Gupta, RC
    SOILS AND FOUNDATIONS, 2005, 45 (05) : 73 - 79
  • [14] STATE PARAMETER FROM SELF-BORING PRESSUREMETER TESTS IN SAND
    YU, HS
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (12): : 2118 - 2135
  • [15] Estimation of undrained behavior of sand from self-boring pressuremeter tests
    Roy, D
    Campanella, RG
    Byrne, PM
    Hughes, JMO
    PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1997, : 189 - 192
  • [16] State parameter from self-boring pressuremeter tests in sand - Closure
    Roesset, JM
    Kausel, E
    Cuellar, V
    Monte, JL
    Valerio, J
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (05): : 416 - 417
  • [17] SELF-BORING PRESSURE-METER TESTS IN CLAY
    DENBY, GM
    CLOUGH, GW
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1980, 106 (12): : 1369 - 1387
  • [18] Estimating moduli and friction angle from self-boring pressuremeter tests in sand
    Gupta, RC
    SOILS AND FOUNDATIONS, 2005, 45 (05) : 81 - 88
  • [19] EFFECT OF DISTURBANCE ON PARAMETERS DERIVED FROM SELF-BORING PRESSUREMETER TESTS IN SAND
    FAHEY, M
    RANDOLPH, MF
    GEOTECHNIQUE, 1984, 34 (01): : 81 - 97
  • [20] EFFECT OF DISTURBANCE ON PARAMETERS DERIVED FROM SELF-BORING PRESSUREMETER TESTS IN SAND
    CLARKE, BG
    WROTH, CP
    FAHEY, M
    RANDOLPH, MF
    GEOTECHNIQUE, 1985, 35 (02): : 219 - 222