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Research Article

Mechanical properties of structured high liquid limit clay under maximum drying stress conditions

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Article: 2324971 | Received 26 Oct 2023, Accepted 24 Feb 2024, Published online: 12 Mar 2024

References

  • AASHTO M. 1991. Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes. Washington, DC: Aashto.
  • Bradford J. 1981. The shear strength of a moderately well‐structured soil in its natural and remolded states. Soil Sci Soc Am J. 45(1):9–12. doi: 10.2136/sssaj1981.03615995004500010002x.
  • Cai ZY, Chen H, Huang YH, Zhang C. 2019. Failure mechanism of canal slopes of expansive soils considering action of wetting-drying cycles. Chin J Geotech Eng. 41:1977–1982.
  • Deng HF, Xiao Y, Fang JC, Zhang HB, Wang CXJ, Cao Y. 2017. Shear strength degradation and slope stability of soils at hydro-fluctuation belt of river bank slope during drying-wetting cycle. Rock Soil Mech. 38:2629–2638.
  • El-Zein A, Airey D, Yu B, Esgandani GA, Proust G, Dias-da-Costa D, Gao Y, Gan Y, Chen S. 2021. Self-repair of cracks and defects in clay: a review of evidence, mechanisms, theories and nomenclature. Acta Geotech. 16(12):3741–3760. doi: 10.1007/s11440-021-01382-8.
  • Gao Q-F, Hattab M, Jrad M, Fleureau J-M, Hicher P-Y. 2020. Microstructural organization of remoulded clays in relation with dilatancy/contractancy phenomena. Acta Geotech. 15(1):223–243. doi: 10.1007/s11440-019-00876-w.
  • Guo Y, Wang YX. 2011. Comparative test study on consolidation undrained shear characteristics of undisturbed and remolding silt. J Hydraul Eng. 42:68–75.
  • Hao YZ, Wang TH, Zhao W, Xin J. 2021. Experimental study on triaxial shear characteristics of compacted loess under drying and wetting cycles. J Hydraul Eng. 52:359–368.
  • Huang MS, Yao YP, Yin ZY, Liu EL, Lei HY. 2016. An overview on elementary mechanical behaviors, constitutive modeling and failure criterion of soils. Tumu Gongcheng Xuebao/China Civil Eng J. 49:9–35.
  • Jiang JJ, Cui ZD. 2022. Instability of high liquid limit soil slope for the expressway induced by rainfall. Appl Sci. 12(21):10857. doi: 10.3390/app122110857.
  • JTGF10. 2006. 公路路基施工技术规范 [S].
  • Lee S. 2020. Drying cracks network in soils: remedial solutions and 3-D ERT monitoring [D].
  • Li L, Zang M, Zhang RT, Lu HJ. 2022. Deformation and strength characteristics of structured clay under different stress paths. Math Prob Eng. 2022:1–16. doi: 10.1155/2022/9266206.
  • Li SQ, Xia JH, Zhang PY. 2016. THE INITIAL STRESS LINE AND MODIFIED MOHR-COULOMB CRITERIONS FOR UNDISTURBED SOIL. 工程力学. 33:116–122.
  • Li SQ, Zhang LD, Xia JH, Kong DZ. 2014. Initial stress state for undisturbed soil and ameliorated structural model based on mohr-coulomb criterion. China J Highway Trans. 27:1.
  • Li SQ, Zheng G, Cui CY, Liu SJ. 2010. Pedigree cluster method to evaluate geometrica anisotropy of soil micro-structure [J]. Chin J Geotech Eng. 32:109–114.
  • Liang QG, Zhao L, An YF, Zhang YJ. 2012. Preliminary study of anisotropy of Q 4 loess in Lanzhou. Rock Soil Mech. 33:17–23.
  • Liang ZX, Sun H, Huang ZX, Niu FJ. 2023. The influences of natural structure damage and stress path on mechanical behaviors of soft clay. Bull Eng Geol Environ. 82(6):1–15. doi: 10.1007/s10064-023-03237-w.
  • Liu WH, Yang Q, Sun XL, Hua Y. 2017. Influence of drying stress history on the mechanical behaviors of silty clay under saturated condition. J Hydraul Eng. 48:203–209.
  • Liu Y, Chen DX, Wang H, Yu JJ. 2021. Response analysis of residual soil slope considering crack development under drying − wetting cycles. Rock Soil Mech. 42:6.
  • Lü HB, Zeng ZT, Zhao YL, Lu H. 2009. Experimental studies of strength of expansive soil in drying and wetting cycle. Rock Soil Mech. 30:3797–3802.
  • Luo KT, Nie Q, Zhang SY, Liu EL. 2013. Investigation on artificiallystructured soils with initial stress-induced anisotropy. Rock Soil Mech. 34:2815–2820.
  • Ma Q, Hu ZL, Hu Z, Li JH. 2022. Strength characteristics and micro-scale mechanism of high liquid limit clay treated by recycled construction and demolition wastes (CDW) aggregates. Constr Build Mater. 332:127367. doi: 10.1016/j.conbuildmat.2022.127367.
  • Mu K, Kong LW, Zhang XW, Yin S. 2016. Experimental investigation on engineering behaviors of red clay under effect of wetting-drying cycles. Rock Soil Mech. 37:2247–2253.
  • Newson T, Dyer T, Adam C, Sharp S. 2006. Effect of structure on the geotechnical properties of bauxite residue. J Geotech Geoenviron Eng. 132(2):143–151. doi: 10.1061/(ASCE)1090-0241(2006)132:2(143).
  • Ng CWW, Mu Q, Zhou C. 2017. Effects of soil structure on the shear behaviour of an unsaturated loess at different suctions and temperatures. Can Geotech J. 54(2):270–279. doi: 10.1139/cgj-2016-0272.
  • Standardization Administration of China (SAC), Ministry of Construction. 2019. China National Standards GB/T 50123–2019: standard for geotechnical testing method. Beijing: China Planning Press.
  • Shao SJ, Zhou FF, Song CX. 2006. Analysis of moistening and compression deformation of loess considering soil structure variations. Tumu Gongcheng Xuebao (China Civil Eng J). 39:94–99.
  • Sun D, Sun WJ, Xiang L. 2010. Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation. Comput Geotech. 37(5):678–688. doi: 10.1016/j.compgeo.2010.04.006.
  • Tu YL, Liu XR, Zhong ZL, Wang S, Wang ZJ, Ke W. 2017. Experimental study on strength and deformation characteristics of silty clay during wetting-drying cycles. Rock Soil Mech. 38:3582–3589.
  • Wang LZ, Ding L, Chen YM, Li LL. 2004. Study on compressibility of structured soft soil. China Civil Eng J. 37:46–53.
  • Wang LZ, Shen KL. 2007. A constitutive model of K 0 consolided structured soft clays. Chin J Geotech Eng. 29:496–504.
  • Wheeler SJ, Näätänen A, Karstunen M, Lojander M. 2003. An anisotropic elastoplastic model for soft clays. Can Geotech J. 40(2):403–418. doi: 10.1139/t02-119.
  • Xiao J, Yang HP, Li HF, Tang XY. 2013. Shear strength test of Nanning expansive soil with various dry densities and low stresses. China J Highway Transport. 26:15.
  • Xie DY, Qi JL. 1999. Soil structure characteristics and new approach in research on its quantitative parameter. Chin J Geotech Eng. 21:651–656.
  • Yang HP, Tang XY, Wang XZ, Xiao H, Ni X. 2018. Shear strength of expansive soils under wet-dry cycles with loading. Rock and Soil Mechanics. 39:2311–2317.
  • Yao YP, Liu L, Luo T, Tian Y, Zhang JM. 2019. Unified hardening (UH) model for clays and sands. Comput Geotech. 110:326–343. doi: 10.1016/j.compgeo.2019.02.024.
  • Yao YP, Zhang BY, Zhu JG. 2012. Behaviors, constitutive models and numerical simulation of soils. China Civil Eng J. 45:127–150.
  • Yoshimine M, Ishihara K. 1998. Flow potential of sand during liquefaction. Soils Found. 38(3):189–198. doi: 10.3208/sandf.38.3_189.
  • Yuan ZH, Ni WK, Tang C, Hu SM, Gan JJ. 2017. Experimental study of structure strength and strength attenuation of loess under wetting-drying cycle. Rock Soil Mech. 38:1894. +
  • Zhang JM, Zhou Z, Lin F, Yang QG, Luo Y. 2021. Failure mechanism of a slow-moving landslide on September 27, 2020, in Chang Nong Village, Guangxi, China. Landslides. 18(7):2575–2592. doi: 10.1007/s10346-021-01688-4.
  • Zhang XW, Wang CM, Li JX. 2010. Structural characteristics and the damage mechanism of soft clay. J China Univ Mining Technol. 39:373–379.
  • Zhu QY, Yin ZY, Wang JH, Xia XH. 2015. One dimension compression model for natural clays considering structure disturbance. J Civil Architect Environ Eng. 34(3):28–33.
  • Zhu YB, Zheng HH, Lan HX, Liu YW, Li LP, Fu BY, Du CC. 2022. Effect of initial water content and dry density on the self-healing of desiccation cracks in compacted hipparion red clay. Front Earth Sci. 10:963086. doi: 10.3389/feart.2022.963086.