Desiccation and cracking behaviour of clay layer from slurry state 1 under wetting-drying cycles 2 3

1 Laboratory tests were conducted to investigate the effect of wetting-drying (W-D) 2 cycles on the initiation and evolution of cracks in clay layer. Four identical slurry 3 specimens were prepared and subjected to five subsequent W-D cycles. The water 4 evaporation, surface cracks evolution and structure evolution during the W-D cycles 5 were monitored. The effect of W-D cycles on the geometric characteristics of crack 6 patterns was analyzed by image processing. The results show that the desiccation and 7 cracking behaviour was significantly affected by the applied W-D cycles: the 8 measured cracking water content θ c , surface crack ratio R sc and final thickness h f of 9 the specimen increased significantly in the first three W-D cycles and then tended to 10 reach equilibrium; the formed crack patterns after the second W-D cycle were more 11 irregular than that after the first W-D cycle; the increase of surface cracks was 12 accompanied by the decrease of pore volume shrinkage during drying. In addition, it 13 was found that the applied W-D cycles resulted in significant rearrangement of 14 specimen structure: the initially homogeneous and non-aggregated structure was 15 converted to a clear aggregated-structure with obvious inter-aggregate pores after the 16 second W-D cycle; the specimen volume generally increased with increasing cycles 17 due to the aggregation and increased porosity. The image analysis results show that 18 the geometric characteristics of crack pattern were significantly influenced by the 19 W-D cycles, but this influence was reduced after the third cycle. This is consistent 20 with the observations over the experiment, and indicates that the image processing can 21 be used for quantitatively analyzing the W-D cycle dependence of clay desiccation 22 cracking behaviour.

[1]  Yu-Jun Cui,et al.  Effects of the maximum soil aggregates size and cyclic wetting–drying on the stiffness of a lime-treated clayey soil , 2011 .

[2]  Bin Shi,et al.  Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils , 2010 .

[3]  Yu-Jun Cui,et al.  Development of a Large Scale Infiltration Tank for Determination of the Hydraulic Properties of Expansive Clays , 2009 .

[4]  L. Laloui,et al.  Desiccation cracking of soils , 2009 .

[5]  Geremew Zemenu,et al.  Analysis of the behaviour of a natural expansive soil under cyclic drying and wetting , 2009 .

[6]  Y. Cui,et al.  Analysing the form of the confined uniaxial compression curve of various soils. , 2008, 0812.4938.

[7]  M. Audiguier,et al.  Assessing shrink/swell properties of two argillaceous soils from the Paris Basin: a comparison of cation exchange determination methods , 2008 .

[8]  M. Cooper,et al.  Micromorphological analysis to characterize structure modifications of soil samples submitted to wetting and drying cycles , 2008 .

[9]  V. Chertkov The reference shrinkage curve of clay soil , 2007 .

[10]  M. Meirvenne,et al.  Measuring and modelling the soil shrinkage characteristic curve , 2006 .

[11]  J. Kodikara,et al.  Laboratory experiments on desiccation cracking of thin soil layers , 2006 .

[12]  G. Deng,et al.  Numerical simulation of crack formation process in clays during drying and wetting , 2006 .

[13]  Hans-Jörg Vogel,et al.  Studies of crack dynamics in clay soil. I. Experimental methods, results and morphological quantification , 2005 .

[14]  Hans-Jörg Vogel,et al.  Studies of crack dynamics in clay soil. II. A physically based model for crack formation , 2005 .

[15]  D. Tessier,et al.  Relationship between Clay Content, Clay Type, and Shrinkage Properties of Soil Samples , 2004 .

[16]  V. Chertkov Modelling cracking stages of saturated soils as they dry and shrink , 2002 .

[17]  Graham W. Horgan,et al.  An empirical stochastic model for the geometry of two-dimensional crack growth in soil (with Discussion). , 2000 .

[18]  Carol J. Miller,et al.  Desiccation and cracking behavior of three compacted landfill liner soils , 2000 .

[19]  Bruce Velde,et al.  Structure of surface cracks in soil and muds , 1999 .

[20]  I. Ravina,et al.  Tortuosity of Crack Networks in Swelling Clay Soils , 1999 .

[21]  I. Ravina,et al.  Modeling the Crack Network of Swelling Clay Soils , 1998 .

[22]  Carol J. Miller,et al.  EXPERIMENTAL ANALYSIS OF DESICCATION CRACK PROPAGATION IN CLAY LINERS 1 , 1998 .

[23]  J. Konrad,et al.  Desiccation of a sensitive clay: application of the model CRACK , 1997 .

[24]  J. Konrad,et al.  A idealized framework for the analysis of cohesive soils undergoing desiccation , 1997 .

[25]  K. Brown,et al.  Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner , 1996 .

[26]  Edith Perrier,et al.  Computer construction of fractal soil structures: Simulation of their hydraulic and shrinkage properties , 1995 .

[27]  Dobroslav Znidarčić,et al.  DESICCATION THEORY FOR SOFT COHESIVE SOILS , 1995 .

[28]  Stephen S. Boynton,et al.  Hydraulic conductivity tests on compacted clay , 1985 .

[29]  A. R. Jumikis Soil Properties and Behavior , 1976 .

[30]  A. Corte,et al.  EXPERIMENTAL RESEARCH ON DESICCATION CRACKS IN SOIL , 1964 .

[31]  Lyesse Laloui,et al.  Discrete element modelling of drying shrinkage and cracking of soils , 2009 .

[32]  R. C. Chaney,et al.  Introduction to environmental geotechnology , 1997 .

[33]  David J. Williams,et al.  Cracking in drying soils , 1992 .

[34]  A. Lachenbruch Mechanics of Thermal Contraction Cracks and Ice-Wedge Polygons in Permafrost , 1962 .