Numerical modelling of desiccation shrinkage and cracking of soils

References

• Abaqus. (2011). Analysis user’s manual, version 6.11.
   Google Scholar
• Abu-Hejleh, A. N., & Znidarcic, D. (1995). Desiccation theory for soft cohesive soils. Journal of Geotechnical Engineering, 121(6), 493–502. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:6(493)
   Google Scholar
• Belytschko, T., & Black, T. (1999). Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering, 45(5), 601–620. https://doi.org/10.1002/(SICI)1097-0207(19990620)45:5 < 601::AID-NME598 > 3.0.CO;2-S
   Web of Science ®Google Scholar
• Braudeau, E., Costantini, J. M., Bellier, G., & Colleuille, H. (1999). New device and method for soil shrinkage curve measurement and characterization. Soil Science Society of America Journal, 63(3), 525–535. https://doi.org/10.2136/sssaj1999.03615995006300030015x
   Web of Science ®Google Scholar
• Cheng, W.Q., Yang, Z., Hattab, M., Bian, H., Bouchemella, S., & Fleureau, J.-M. (2021). Free desiccation shrinkage process in clayey soils. European Journal of Environmental and Civil Engineering, 26(13), 6398–6423. https://doi.org/10.1080/19648189.2021.1942223
   Web of Science ®Google Scholar
• David Suits, L., Sheahan, T. C., Nahlawi, H., Chakrabarti, S., & Kodikara, J. (2004). A direct tensile strength Testing Method for unsaturated geomaterials. Geotechnical Testing Journal, 27(4), 11361–11767. https://www.researchgate.net/publication/237207822. https://doi.org/10.1520/GTJ11767
   Web of Science ®Google Scholar
• Drumm, E., Boles, D., & Wilson, G. (1997). Desiccation cracks result in preferential flow. Geotechnical News, 15(2), 22–25. https://www.researchgate.net/publication/228764107
   Google Scholar
• Dyer, M. (2005). Further tests on the fissuring of clay fill at thorngumbald flood embankment. In Proceedings of the International Symposium – Advanced Experimental Unsaturated Soil Mechanics – Experus 05 (pp. 501–504). Balkema.
   Google Scholar
• Fredlund, M. D., Wilson, G. W., & Fredlund, D. G. (2002, March 10–13). Representation and estimation of the shrinkage curve. In Third International Conference on Unsaturated Soils, UNSAT 2002, Recife, Brazil (pp. 145–149). http://respository.ust.hk/ir/Record/1783.1-13621
   Google Scholar
• Greve, A., Andersen, M., & Acworth, R. (2010). Investigations of soil cracking and preferential flow in a weighing lysimeter filled with cracking clay soil. Journal of Hydrology, 393(1–2), 105–113. https://doi.org/10.1016/j.jhydrol.2010.03.007
   Web of Science ®Google Scholar
• Ighil Ameur, L. (2016). Etude expérimentale du phénomène de l‘endommagement et de la fissuration d‘une matrice poreuse [Thèse de Doctorat]. Université de Lorraine, Metz, France.
   Google Scholar
• Konrad, J. M., & Ayad, R. (1997). An idealized framework for the analysis of cohesive soils undergoing desiccation. Canadian Geotechnical Journal, 34(4), 477–488. https://doi.org/10.1139/t98-069
   Web of Science ®Google Scholar
• Leong, E. C., & Wijaya, M. (2015). Universal soil shrinkage curve equation. Geoderma, 237–238, 78–87. https://doi.org/10.1016/j.geoderma.2014.08.012
   Web of Science ®Google Scholar
• Lloret, A., Ledesma, A., Rodriguez, R., Sanchez, M. J., Olivella, S., & Suriol, J. (1998, August). Crack initiation in drying soils. In Proceedings of the 2nd International Conference on Unsaturated Soils, UNSAT-98, Beijing, P.R. China (Vol. 1, pp. 497–502). International Academic Publishers.
   Google Scholar
• Melenk, J. M., & Babuska, I. (1996). The partition of unity finite element method: basic theory and applications. Computer Methods in Applied Mechanics and Engineering, 139(1–4), 289–314. https://doi.org/10.1016/S0045-7825(96)01087-0
   Web of Science ®Google Scholar
• Morris, P. H., Graham, J., & Williams, D. J. (1992). Cracking in drying soils. Canadian Geotechnical Journal, 29(2), 263–277. https://doi.org/10.1139/t92-030
   Web of Science ®Google Scholar
• Péron, H., Delenne, J. Y., Laloui, L., & El Youssoufi, M. S. (2009). Discrete element modelling of drying shrinkage and cracking of soil. Computers and Geotechnics, 36(1–2), 61–69. https://doi.org/10.1016/j.compgeo.2008.04.002
   Web of Science ®Google Scholar
• Péron, H., Laloui, L., Hueckel, T., & Hu, L. B. (2006). Experimental study of desiccation of soil. Geotechnical Special Publication, 147, 1073–1084. https://doi.org/10.1061/40802(189)87
   Google Scholar
• Sanchez, M., Manzoli, O. L., & Guimarães, L. J. N. (2014). Modeling 3-D desiccation soil crack networks using a mesh fragmentation technique. Computers and Geotechnics, 62, 27–39. https://doi.org/10.1016/j.compgeo.2014.06.009
   Web of Science ®Google Scholar
• Tang, C. S., Cui, Y. J., Tang, A. M., & Shi, B. (2010). Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils. Engineering Geology, 114(3–4), 261–266. https://doi.org/10.1016/j.enggeo.2010.05.003
   Web of Science ®Google Scholar
• Tang, C. S., Shi, B., Liu, C., Suo, W. B., & Gao, L. (2011). Experimental characterization of shrinkage and desiccation cracking in thin clay layer. Applied Clay Ence, 52(1–2), 69–77. https://doi.org/10.1016/j.clay.2011.01.032
   Web of Science ®Google Scholar
• Wang, D. Y., Tang, C. S., Cui, Y. C., Shi, B., & Li, J. (2016). Effects of wetting drying cycles on soil strength profile of a silty clay in micro-penetrometer tests. Engineering Geology, 206, 60–70. https://doi.org/10.1016/j.enggeo.2016.04.005
   Web of Science ®Google Scholar
• Wang, L.-L., Tang, C.-S., Shi, B., Cui, Y.-J., Zhang, G.-Q., & Hilary, I. (2018). Nucleation and propagation mechanisms of soil desiccation cracks. Engineering Geology, 238, 27–35. https://doi.org/10.1016/j.enggeo.2018.03.004
   Web of Science ®Google Scholar
• Wang, T., Yan, C. Z., Wang, G., Zheng, Y. C., Ke, W. H., & Jiao, Y. Y. (2022). Numerical study on the deformation and failure of soft rock roadway induced by humidity diffusion. Tunnelling and Underground Space Technology, 126, 104565. https://doi.org/10.1016/j.tust.2022.104565
   Web of Science ®Google Scholar
• Wei, X., Hattab, M., Bompard, P., & Fleureau, J. M. (2016). Highlighting some mechanisms of crack formation and propagation in clays on drying path. Geotechnique, 66(4), 287–300. https://doi.org/10.1680/jgeot.14.P.227
   Web of Science ®Google Scholar
• Yan, C., Ma, H., Tang, Z., & Ke, W. (2022). A two-dimensional moisture diffusion continuous model for simulating dry shrinkage and cracking of soil. International Journal of Geomechanics, 22(10), 04022172. 0000-0002-1924-8474
   Web of Science ®Google Scholar
• Yan, C. Z., Luo, Z. Q., Zheng, Y. C., & Ke, W. H. (2022). A 2D discrete moisture diffusion model for simulating desiccation fracturing of soil. Engineering Analysis with Boundary Elements, 138, 42–64. https://doi.org/10.1016/j.enganabound.2022.02.006
   Web of Science ®Google Scholar
• Yan, C. Z., Wang, T., Ke, W. H., & Wang, G. (2021). A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking. Acta Geotechnica, 16(8), 2609–2628. https://doi.org/10.1007/s11440-021-01297-4
   Web of Science ®Google Scholar
• Yan, C. Z., Zheng, Y. C., Ke, W. H., & Wang, G. (2021). A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking. Computers and Geotechnics, 140, 104425. https://doi.org/10.1016/j.compgeo.2021.104425
   Web of Science ®Google Scholar
• Ye, W. M., Xu, L., Ye, B., Chen, B., Chen, Y. G., & Cui, Y. J. (2017). Experimental investigation on gas migration in saturated Shanghai soft clay. Engineering Geology, 222, 20–28. https://doi.org/10.1016/j.enggeo.2017.03.024
   Web of Science ®Google Scholar