Publication Cover
Drying Technology
An International Journal
Volume 33, 2015 - Issue 8
220
Views
8
CrossRef citations to date
0
Altmetric
Original Articles

Temporal Characteristics of Desiccation Cracking and Resistivity of Lateritic Soil in Drying Process

, , &

REFERENCES

  • Uday, K V.; Singh, D.N. Investigation on cracking characteristics of fine-grained soils under varied environmental conditions. Drying Technology 2013, 31(11), 1255–1266.
  • Bai, W.; Kong, L.W.; Mu, K.; Yin, S. Micro-meso-structure model of fissured lateritic soil based on physical and mechanical characteristics. In Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, Cambridge, UK, September 1–3, 2014.
  • Bai, W.; Kong, L.W.; Guo, A.G. Physical and mechanical properties of fissured lateritic soil in southwestern China. In Proceedings of the 4th International Conference on Problematic Soils, Wuhan, China, September 21–23, 2012.
  • Albrecht, B.A.; Benson, C.H. Effect of desiccation on compacted natural clays. Journal of Geotechnical and Geoenviromental Engineering 2001, 127(1), 67–75.
  • Boynton, S.S.; Daniel, D.E. Hydraulic conductivity tests on compacted clay. ASCE Journal of Geotechnical Engineering 1985, 111(4), 465–478.
  • Bouma, J.; Dekker, L.W.; Haans, J.C.F.M. Drainability of some Dutch clay soils: A case study of soil survey interpretation. Geoderma 1979, 22, 193–203.
  • Ketelaars, A.; Kaasschieter, E.F.; Coumans, W.J.; Kerkhof, P. The influence of shrinkage on drying behavior of clays. Drying Technology 1994, 12(7), 1561–1574.
  • Chertkov, V.Y. Using surface cracks spacing to predict crack network geometry in swelling soils. Soil Science Society of America Journal 2000, 64, 1918–1921.
  • Chertkov, V.Y.; Ravina, I. Modeling the crack network of swelling clay soils. Soil Science Society of America Journal 1998, 62, 1162–1171.
  • Chertkov, V.Y.; Ravina, I. Tortuosity of crack networks in swelling clay soils. Soil Science Society of America Journal 1999, 63, 1523–1530.
  • Morris, P.H.; Graham, J.; Williams, D.J. Cracking in drying soils. Canadian Geotechnical Journal 1992, 29, 263–277.
  • Thomas, G.W.; Phillips, R.E. Consequences of water movement in macropores. Journal of Environmental Quality 1979, 8, 149–152.
  • Armstrong, A.C.; Matthews, A.M.; Portwood, A.M.; Leeds-Harrison, P.B.; Jarvis, N.J. CRACK-NP: A pesticide leaching model for cracking clay soils. Agricultural Water Management 2000, 44, 183–199.
  • Jung, Y.J.; Imhoff, P.T.; Augenstein, D.; Yazdani, R. Mitigating methane emissions and air intrusion in heterogeneous landfills with a high permeability layer. Waste Management 2011, 31, 1049–1058.
  • Lowengrub, M.; Sneddon, I.N. The effect of shear on a penny-shaped crack at the interface of an elastic half-space and a rigid foundation. International Journal of Engineering Science 1972, 10, 899–913.
  • Barpi, F.; Valente, S. The cohesive frictional crack model applied to the analysis of the dam-foundation joint. Engineering Fracture Mechanics 2010, 77, 2182–2191.
  • Farjoo, M.; Daniel, W.; Meehan, P.A. Modelling a squat form crack on a rail laid on an elastic foundation. Engineering Fracture Mechanics 2012, 85, 47–58.
  • Kowalski, S.J.; Banaszak, J. Modeling and experimental identification of cracks in porous materials during drying. Drying Technology 2013, 31(12), 1388–1399.
  • Ringrose-Voase, A.J.; Sanidad, W.B. A method for measuring the development of surface cracks in soils: Application to crack development after lowland rice. Geodema 1996, 71, 245–261.
  • Velde, B. Structure of surface cracks in soil and muds. Geoderma 1999, 93, 101–124.
  • Horgan, G.W.; Young, I.M. An empirical stochastic model for the geometry of two-dimensional crack growth in soil. Geoderma 2000, 96, 263–276.
  • Olsen, P.A.; Haugen, L.E. A new model of the shrinkage characteristic applied to some Norwegian soils. Geoderma 1998, 83, 67–81.
  • Abu-Hejleh, A.N.; Znidarčić, D. Desiccation theory for soft cohesive soils. Journal of Geotechnical Engineering 1995, 121(6), 493–502.
  • Ayad, R.; Konrad, J.M.; Soulié, M. Desiccation of a sensitive clay: Application of the model CRACK. Canadian Geotechnical Journal 1997, 34, 943–951.
  • Chertkov, V.Y. Modeling cracking stages of saturated soils as they dry and shrink. European Journal of Soil Science 2002, 53, 105–118.
  • Péron, H.; Delenne, J.Y.; Laloui, L.; Youssoufi, M.S.E.I. Discrete element modeling of drying shrinkage and cracking of soils. Computers and Geotechnics 2009, 36, 61–69.
  • Péron, H.; Herchel, T.; Laloui, L.; Hu, L.B. Fundamentals of desiccation cracking of fine-grained soils: Experimental characterization and mechanisms identification. Canadian Geotechnical Journal 2009, 46, 1177–1201.
  • Hosseinpour, S.; Rafiee, S.; Mohtasebi, S.S. Application of image processing to analyze shrinkage and shape changes of shrimp batch during drying. Drying Technology 2011, 29(12), 1416–1438.
  • Miller, C.J.; Mi, H.; Yesiller, N. Experimental analysis of desiccation crack propagation in clay liners. Journal of the American Water Resources Association 1998, 34(3), 677–686.
  • Tang, C.S.; Cui, Y.J.; Shi, B.; Tang, A.M.; Liu, C. Desiccation and cracking behaviour of clay layer from slurry state under wetting–drying cycles. Geoderma 2011, 166, 111–118.
  • Vogel, H.J.; Hoffmann, H.; Roth, K. Studies of crack dynamics in clay soil I. Experimental methods, results, and morphological quantification. Geoderma 2005, 125, 203–211.
  • Vogel, H.J.; Hoffmann, H.; Roth, K. Studies of crack dynamics in clay soil II: A physically based model for crack formation. Geoderma 2005, 125, 213–223.
  • Chen, Z.H.; Fang, X.W.; Zhu, Y.Q.; Qin, B; Wei, X.W.; Yao, Z.H. Research on meso-structures and their evolution laws of expansive soil and loess. Rock and Soil Mechanics 2009, 30, 1–11.
  • Archie, G.E. The electrical resistivity log as an aid in determining some reservoir characteristics. Transactions of American Institute of Mining Metallurgical Engineers 1942, 146, 54–62.
  • Smith, S.S.; Arulanandan, K. Relationship of electrical dispersion to soil properties. Journal of Geotechnical Engineering 1981, 107, 591–604.
  • Kalinski, R.; Kelly, W. Electrical-resistivity measurements for evaluating compacted soil liners. Journal of Geotechnical Engineering 1994, 120, 451–457.
  • Campanella, R.G.; Weemees, I. Development and use of an electrical resistivity cone for groundwater contamination studies. Canadian Geotechnical Journal 1990, 27, 557–567.
  • Dong, X.Q.; Bai, X.H.; Zhao, Y.Q.; Han, P.J.; Qiao, J.Y. Testing for soil-cement polluted by H2SO4 solution using electrical method. Chinese Journal of Environmental Engineering 2007, 1, 124–127.
  • Zha, F.S.; Liu, S.Y.; Du, Y.J.; Cui, K.R. Evaluation of physicochemical process in stabilized expansive soils using electrical resistivity method. Rock and Soil Mechanics 2009, 30, 1711–1718.
  • Arulmoli, K.; Arulanandan, K.; Seed, H.B. New method for evaluating liquefaction potential. Journal of Geotechnical Engineering 1985, 111, 95–114.
  • Fukue, M.; Minato, T.; Horibe, H.; Taya, N. The micro-structures of clay given by resistivity measurements. Engineering Geology 1999, 54, 43–53.
  • Zha, F.S.; Liu, S.Y.; Du, Y.J.; Cui, K.R. Quantitative assessment on change in microstructure of loess during collapsing using electrical resistivity measurement. Rock and Soil Mechanics 2010, 31, 1692–1697.
  • Kong, L.W.; Bai, W.; Guo, A.G. Effects of cracks on the electrical conductivity of a fissured laterite: A combined experimental and statistical study. Geotechnical Testing Journal 2012, 35, 870–878.
  • Zhao, Y.W.; Kong, L.W.; Guo, A.G.; Tuo, Y.F. Mechanical behaviors and water-sensitive properties of intact Guangxi laterite. Rock and Soil Mechanics 2003, 4, 568–572.
  • Bai, W.; Kong, L.W.; Guo, A.G. Effects of physical properties on electrical conductivity of compacted lateritic soil. Journal of Rock Mechanics and Geotechnical Engineering 2013, 5, 406–411.
  • Besson, A.; Cousin, I.; Samouëlian, A.; Boizard, H.; Richard, G. Structural heterogeneity of the soil tilled layer as characterized by 2D electrical resistivity surveying. Soil and Tillage Research 2004, 79, 239–249.
  • Brunet, P.; Clément, R.; Bouvier, C. Monitoring soil water content and deficit using electrical resistivity tomography (ERT)—A case study in the Cevennes area, France. Journal of Hydrology 2010, 380, 146–153.
  • Rein, A.; Hoffmann, R.; Dietrich, P. Influence of natural time-dependent variations of electrical conductivity on DC resistivity measurements. Journal of Hydrology 2004, 285, 215–232.
  • Samouëlian, A.; Cousin, I.; Tabbagh, A.; Bruand, A.; Richard, G. Electrical resistivity survey in soil science: A review. Soil and Tillage Research 2005, 83, 173–193.
  • Tang, C.S.; Shi, B.; Liu, C.; Zhao, L.Z.; Wang, B.J. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils. Engineering Geology 2008, 101, 204–217.
  • Rhoades, J.D.; Manteghi, N.A.; Shouse, P.J.; Alves, W.J. Soil electrical conductivity and soil salinity: New formulations and calibrations. Soil Science Society of America Journal 1989, 53(2), 433–439.
  • Rhoades, J.D.; Corwin, D.L.; Lesch, S.M. Geospatial measurements of soil electrical conductivity to assess soil salinity and diffuse salt loading from irrigation. In Assessment of Non-Point Source Pollution in the Vadose Zone; Corwin, D.L.; Loague, K.; Ellsworth, T.R. Ed.; American Geophysical Union: Washington, DC, 1999; 197–215.
  • Campbell, R.B.; Bower, C.A.; Richards, L.A. Change of electrical conductivity with temperature and the relation of osmotic pressure to electrical conductivity and ion concentration for soil extracts. Soil Science Society of America Journal 1949, 13, 66–69.
  • Kayyal, M.K. Effect of the moisture evaporative stages on the development of shrinkage cracks in soil. In Proceedings of the First International Conference on Unsaturated Soils, Paris, France, September 6–8, 1995.
  • Kong, L.W.; Chen, J.B.; Guo, A.G.; Zhao, Y.L.; Lü, H.B. Field response tests on expansive soil slopes under atmosphere. Chinese Journal of Geotechnical Engineering 2007, 29, 1065–1073.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.