A laboratory investigation on the behaviour of reinforced sand samples under plane strain and triaxial conditions

被引：6
|
作者：
Cividini, A [1 ]
机构：
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
来源：
SOILS AND FOUNDATIONS | 2002年 / 42卷 / 06期
关键词：
inclined geotextile layers; plane-strain tests; reinforced sand; sample preparation procedure;
D O I：
10.3208/sandf.42.6_23
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
An experimental study on the behaviour of reconstituted samples of sand reinforced with geotextile layers is presented using standard triaxial and plane strain tests. After describing the main features of the plane strain device and of the data acquisition system, details are provided on the procedure developed for preparing plane strain samples containing inclined reinforcements with respect to the principal stress directions. Comments are also made on the influence of the preparation procedure on the overall behaviour observed during loading. Finally, the results of the experimental investigation are described with reference to standard triaxial tests with horizontal reinforcements, and to plane strain tests with horizontal and inclined reinforcements. The study complements data already available in the literature, for the development of constitutive laws applicable to the numerical analysis of reinforced earth structures.
引用
收藏
页码：23 / 39
页数：17
相关论文
共 50 条
  • [21] COMPARISON OF GRANULAR MATERIAL BEHAVIOUR UNDER DRAINED TRIAXIAL AND PLANE STRAIN CONDITIONS USING 3D DEM SIMULATIONS
    Gong, Guobin
    Zha, Xiaoxiong
    Wei, Jun
    ACTA MECHANICA SOLIDA SINICA, 2012, 25 (02) : 186 - 196
  • [22] A STUDY OF THE BEHAVIOR OF BRITTLE ROCKS UNDER PLANE-STRAIN AND TRIAXIAL LOADING CONDITIONS
    YUMLU, M
    OZBAY, MU
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1995, 32 (07) : 725 - 733
  • [23] Behaviour of reinforced sand under liquefaction
    Saran, S
    Singh, OP
    Gupta, MK
    EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3, 1999, : 643 - 646
  • [24] Unsaturated soil response under plane strain conditions via true triaxial testing
    Hoyos, L. R.
    Cruz, J. A.
    Lizcano, A.
    ADVANCES IN UNSATURATED SOILS, 2013, : 129 - 134
  • [25] Effect of reinforcement form on the behaviour of coir geotextile-reinforced sand through laboratory triaxial compression tests
    Lal, Dharmesh
    Sankar, N.
    Chandrakaran, S.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2018, 12 (03) : 309 - 315
  • [26] Strain localization in clay: Plane strain versus triaxial loading conditions
    Alshibli K.A.
    Akbas I.S.
    Geotech. Geol. Eng., 2007, 1 (45-55): : 45 - 55
  • [27] Triaxial drained behaviour of disposable face mask fibre reinforced sand
    Barforoush, Ahmad Reza
    Almustafa, Monjee
    Shooshpasha, Issa
    Molaabasi, Hossein
    Nehdi, Moncef L.
    GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2024,
  • [28] Mechanical behaviour of biocemented sand under triaxial consolidated undrained or constant shear drained conditions
    Hang, Lei
    Gao, Yufeng
    He, Jia
    Chu, Jian
    GEOMECHANICS AND ENGINEERING, 2019, 17 (05) : 497 - 505
  • [29] Mechanical behaviour of rocks under true triaxial compression conditions - Volumetric strain and dilatancy
    Kwasniewski, Marek
    ARCHIVES OF MINING SCIENCES, 2007, 52 (03) : 409 - 435
  • [30] BOUNDARY-CONDITIONS, ANISOTROPY AND SAMPLE SHAPE EFFECTS ON STRESS-STRAIN BEHAVIOR OF SAND IN TRIAXIAL COMPRESSION AND PLANE STRAIN
    GREEN, GE
    READES, DW
    GEOTECHNIQUE, 1975, 25 (02): : 333 - 356
12345