19 Mud Shrinkage and Cracking Phenomenon Experimental …
401
References
Albrecht, B. A., & Benson, C. H. (2001). Effect of desiccation on compacted natural clays. Journal
of Geotechnical & Geoenvironmental Engineering, 127, 67–76. https://doi.org/10.1061/(ASC
E)1090-0241(2001)127:1(67).
Amarasiri, A. L., & Kodikara, J. K. (2013). Numerical modelling of a field desiccation test.
Géotechnique, 63(11), 983–986. https://doi.org/10.1680/geot.12.P.010.
Auvray, R., Rosin-Paumier, S., Abdallah, A., & Masrouri, F. (2014). Quantification of soft soil
cracking during suction cycles by image processing. European Journal of Environmental and
Civil Engineering, 18(1), 11–32.
Avila, G. (2004). Study of shrinkage and cracking of clays—Application to clay in Bogota (Doctoral
dissertation). Polytechnic University of Catalunya, Barcelona, Spain.
Barden, R. J., Madedor, A. O., & Sides, G. R. (1969). Volume change characteristics of unsaturated
clays. Journal of Soil Mechanics & Foundations Div, 95(1), 33–51.
Bazant, Z. P., & Wittmann, F. H. (1982). Creep and shrinkage in concrete structures. New York:
Wiley.
Biarez, J., Fleureau, J.-M., Zerhouni, M.-I., & Soepandji, B. S. (1987). Variations de volume des
sols argileux lors de cycles de drainage-humidification.Revue Française de Géotechnique, 41,
63–71.
Bishop, A. W., & Blight, G. E. (1963). Some aspects of effective stress in saturated and partly
saturated soils. Geotechnique, 13, 177–197.
Blight, G. E. (1967). Effective stress evaluation for unsaturated soils. Journal of the Soil Mechanics
and Foundation Division, Proceedings of the A.S.C.E., 93(S.M.2, Mars), 125–148.
Bronswijk, J. J. B. (1990). Shrinkage geometry of a heavy clay soil at various stresses. Soil Science
Society of America Journal, 54(5), 1500–1502.
Cheng, W.-Q., Yang, Z-T., Bouchemella, S., Hattab, M., & Bian, H.-B. (2020). Desiccation
shrinkage process in clayey soils—Experimental and numerical analysis. Paper in progress.
Cornelis, W. M., Corluy, J., Medina, H., Diaz, J., Hartmann, R., Meirvenne, M. V., & Ruiz, M. E.
(2006). Measuring and modeling the soil shrinkage characteristic curve. Geoderma, 137(1–2),
179–191.
Corte, A., & Higashi, A. (1960). Experimental research on desiccation cracks in soils. Research
Report No. 66. Wilmette, IL, USA: U.S. Army Snow Ice and Permafrost Research Establishment,
Corps of Engineers.
dell’Isola, F., Seppecher, P., Spagnuolo, M., Barchiesi, E., Hild, F., Lekszycki, T., et al. (2019).
Advances in pantographic structures: Design, manufacturing, models, experiments and image
analyses. Continuum Mechanics and Thermodynamics, 31(4), 1231–1282.
Eid, J., Taibi, S., Fleureau, J. M., & Hattab, M. (2015). Drying, cracks and shrinkage evolution of
a natural silt intended for a new earth building material Impact of reinforcement. Construction
and Building Materials, 86(13), 120–132.
El Hajjar, A., Ouahbi, T., Eid, J., Hattab, M., & Taibi, S. (2020). Shrinkage cracking of unsaturated
fine soils: New experimental device and measurement techniques. Strain, e12352. https://doi.org/
10.1111/str.12352.
Fleureau, J. M., Kheirbek-Saoud, S., Taibi, S., & Soemitro, R. (1993). Behaviour of clayey soils on
drying—Wetting paths. Canadian Geotechnical Journal, 30(2), 287–296.
Fleureau, J. M., Wignyodarsono, L., & Zerhouni, M. I. (1988). Effects of surfactants on the mechanical properties of a kaolinite in relation to the solid-liquid contact angles. Canadian Geotechnical
Journal, 25, 675–683.
Fredlund, D. G. (2002). Use of the soil-water characteristic curve in the implementation of
unsaturated soil mechanics. In UNSAT 2002, Proceedings, Third International Conference on
Unsaturated Soils, Recife, Brazil, March 10–13, 3.
Gallipoli, D., Bruno, A. W., Perlot, C., & Mendes, J. (2017). A geotechnical perspective of raw
earth building. Acta Geotechnica, 12, 463–476. https://doi.org/10.1007/s11440-016-0521-1.
401
References
Albrecht, B. A., & Benson, C. H. (2001). Effect of desiccation on compacted natural clays. Journal
of Geotechnical & Geoenvironmental Engineering, 127, 67–76. https://doi.org/10.1061/(ASC
E)1090-0241(2001)127:1(67).
Amarasiri, A. L., & Kodikara, J. K. (2013). Numerical modelling of a field desiccation test.
Géotechnique, 63(11), 983–986. https://doi.org/10.1680/geot.12.P.010.
Auvray, R., Rosin-Paumier, S., Abdallah, A., & Masrouri, F. (2014). Quantification of soft soil
cracking during suction cycles by image processing. European Journal of Environmental and
Civil Engineering, 18(1), 11–32.
Avila, G. (2004). Study of shrinkage and cracking of clays—Application to clay in Bogota (Doctoral
dissertation). Polytechnic University of Catalunya, Barcelona, Spain.
Barden, R. J., Madedor, A. O., & Sides, G. R. (1969). Volume change characteristics of unsaturated
clays. Journal of Soil Mechanics & Foundations Div, 95(1), 33–51.
Bazant, Z. P., & Wittmann, F. H. (1982). Creep and shrinkage in concrete structures. New York:
Wiley.
Biarez, J., Fleureau, J.-M., Zerhouni, M.-I., & Soepandji, B. S. (1987). Variations de volume des
sols argileux lors de cycles de drainage-humidification.Revue Française de Géotechnique, 41,
63–71.
Bishop, A. W., & Blight, G. E. (1963). Some aspects of effective stress in saturated and partly
saturated soils. Geotechnique, 13, 177–197.
Blight, G. E. (1967). Effective stress evaluation for unsaturated soils. Journal of the Soil Mechanics
and Foundation Division, Proceedings of the A.S.C.E., 93(S.M.2, Mars), 125–148.
Bronswijk, J. J. B. (1990). Shrinkage geometry of a heavy clay soil at various stresses. Soil Science
Society of America Journal, 54(5), 1500–1502.
Cheng, W.-Q., Yang, Z-T., Bouchemella, S., Hattab, M., & Bian, H.-B. (2020). Desiccation
shrinkage process in clayey soils—Experimental and numerical analysis. Paper in progress.
Cornelis, W. M., Corluy, J., Medina, H., Diaz, J., Hartmann, R., Meirvenne, M. V., & Ruiz, M. E.
(2006). Measuring and modeling the soil shrinkage characteristic curve. Geoderma, 137(1–2),
179–191.
Corte, A., & Higashi, A. (1960). Experimental research on desiccation cracks in soils. Research
Report No. 66. Wilmette, IL, USA: U.S. Army Snow Ice and Permafrost Research Establishment,
Corps of Engineers.
dell’Isola, F., Seppecher, P., Spagnuolo, M., Barchiesi, E., Hild, F., Lekszycki, T., et al. (2019).
Advances in pantographic structures: Design, manufacturing, models, experiments and image
analyses. Continuum Mechanics and Thermodynamics, 31(4), 1231–1282.
Eid, J., Taibi, S., Fleureau, J. M., & Hattab, M. (2015). Drying, cracks and shrinkage evolution of
a natural silt intended for a new earth building material Impact of reinforcement. Construction
and Building Materials, 86(13), 120–132.
El Hajjar, A., Ouahbi, T., Eid, J., Hattab, M., & Taibi, S. (2020). Shrinkage cracking of unsaturated
fine soils: New experimental device and measurement techniques. Strain, e12352. https://doi.org/
10.1111/str.12352.
Fleureau, J. M., Kheirbek-Saoud, S., Taibi, S., & Soemitro, R. (1993). Behaviour of clayey soils on
drying—Wetting paths. Canadian Geotechnical Journal, 30(2), 287–296.
Fleureau, J. M., Wignyodarsono, L., & Zerhouni, M. I. (1988). Effects of surfactants on the mechanical properties of a kaolinite in relation to the solid-liquid contact angles. Canadian Geotechnical
Journal, 25, 675–683.
Fredlund, D. G. (2002). Use of the soil-water characteristic curve in the implementation of
unsaturated soil mechanics. In UNSAT 2002, Proceedings, Third International Conference on
Unsaturated Soils, Recife, Brazil, March 10–13, 3.
Gallipoli, D., Bruno, A. W., Perlot, C., & Mendes, J. (2017). A geotechnical perspective of raw
earth building. Acta Geotechnica, 12, 463–476. https://doi.org/10.1007/s11440-016-0521-1.