Highlighting some mechanisms of crack formation and propagation in clays on drying path

被引:55
作者
Wei, X. [1 ,2 ]
Hattab, M. [2 ]
Bompard, P. [1 ]
Fleureau, J. -M. [1 ]
机构
[1] Cent Supelec, Lab Mecan Sols Struct & Mat, Chatenay Malabry, France
[2] Univ Lorraine, Lab Etud Microstruct & Mecan Mat, Nancy, France
来源
GEOTECHNIQUE | 2016年 / 66卷 / 04期
基金
欧洲研究理事会;
关键词
clays; failure; laboratory equipment; laboratory tests; suction; DIGITAL IMAGE CORRELATION; DESICCATION CRACKING; SOIL; BEHAVIOR; NETWORKS; SIMULATION; INITIATION; STRESS;
D O I
10.1680/jgeot.14.P.227
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The objective of this research was to analyse the formation and propagation of cracks related to desiccation in clay and to provide a better understanding of the behaviour of two clays, a kaolinite, and a mixture of kaolinite and montmorillonite. At the macroscopic level, the strain tensors of the two clays during drying, as well as the cracking phenomenon, were studied using digital image correlation. The method is based on the determination of the local two-dimensional strains and displacements fields using the programs Vic-2D and Vic-3D. Different mechanisms of crack formation were identified: opening mode, sliding mode and tearing mode. At the end of desiccation, the cracks form a network similar to thermal fatigue or thermal shock networks. Bifurcation and coalescence of cracks can also be observed in soil. Another objective was to explore the effect of mineralogy on the behaviour of these clays. It is the reason why two different mixtures of kaolin and montmorillonite were chosen, with liquid limits ranging from 40% to 82%. The results were found to be similar in both cases, except concerning the kinetics, which is faster in kaolin.
引用
收藏
页码:287 / 300
页数:14
相关论文
共 60 条
  • [1] Numerical modelling of a field desiccation test
    Amarasiri, A. L.
    Kodikara, J. K.
    [J]. GEOTECHNIQUE, 2013, 63 (11): : 983 - 986
  • [2] Quantification of soft soil cracking during suction cycles by image processing
    Auvray, R.
    Rosin-Paumier, S.
    Abdallah, A.
    Masrouri, F.
    [J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2014, 18 (01) : 11 - 32
  • [3] Avila G., 2004, Doctoral diss
  • [4] Bazant Z. P., 1991, Stability of structures: Elastic, Inelastic, Fracture and Damage Theories
  • [5] Brinker C., 1990, Sol-gel science: the Physics and Chemistry of Sol-Gel Processing, V1st, DOI [10.1016/C2009-0-22386-5, DOI 10.1016/B978-0-08-057103-4.50001-5]
  • [6] SHRINKAGE GEOMETRY OF A HEAVY CLAY SOIL AT VARIOUS STRESSES
    BRONSWIJK, JJB
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1990, 54 (05) : 1500 - 1502
  • [7] DIGITAL IMAGE CORRELATION USING NEWTON-RAPHSON METHOD OF PARTIAL-DIFFERENTIAL CORRECTION
    BRUCK, HA
    MCNEILL, SR
    SUTTON, MA
    PETERS, WH
    [J]. EXPERIMENTAL MECHANICS, 1989, 29 (03) : 261 - 267
  • [8] APPLICATIONS OF DIGITAL-IMAGE-CORRELATION TECHNIQUES TO EXPERIMENTAL MECHANICS
    CHU, TC
    RANSON, WF
    SUTTON, MA
    PETERS, WH
    [J]. EXPERIMENTAL MECHANICS, 1985, 25 (03) : 232 - 244
  • [9] Measuring and modelling the soil shrinkage characteristic curve
    Cornelis, W. M.
    Corluy, J.
    Medina, H.
    Diaz, J.
    Hartmann, R.
    Van Meirvenne, M.
    Ruiz, M. E.
    [J]. GEODERMA, 2006, 137 (1-2) : 179 - 191
  • [10] Corte A., 1960, 66 US ARM SNOW IC PE