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Strength of Unsaturated Granite Residual Soil of Shantou Coastal Region Considering Effects of Seepage Using Modified Direct Shear Test

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Abstract

Granite residual soil, which is formed by weathering of granite, is widely distributed in southern China. Previous studies have shown that granite residual soil has lower compressibility, higher bearing capacity and shear strength in its natural state. However, its mechanical strength is significantly reduced after rainwater infiltration, thus causing instability of slopes. Therefore, it is of great significance to study unsaturated engineering properties of granite residual soils under influence of seepage. The main objective of this study is to investigate the shear strength of granite residual soil under the action of seepage. Soil–water characteristic curves under different pressures (100, 200, 300 kPa) were measured using unsaturated soil quadruplet shear apparatus. Shear strength of soil under different combinations of matric suctions (0, 50, 100, 200 kPa) and pressures (100, 200, 300 kPa) was measured using unsaturated soil direct shear apparatus and unsaturated soil triaxial apparatus, respectively. Microstructure of soil with matric suctions (50, 100, 200, 300 kPa) was observed using SEM. Besides, the shear strength of unsaturated soil under the influence of seepage was measured by means of direct shear apparatus and stress–strain permeameter. The results show that the pore channel tends to become smaller and the amount of pore tends to increase up on an increase in matric suction. In addition, the shear strength of granite residual soil decreases by about 15–30% under the influence of seepage.

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References

  1. Ng CW, Pang YW (2000) Influence of stress state on soil–water characteristics and slope stability. J Geotech Geoenviron 126(2):157–166. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:2(157)

    Article  Google Scholar 

  2. Kayadelen C, Tekinsoy MA, Taşkıran T (2007) Influence of matric suction on shear strength behavior of a residual clayey soil. Environ Geol 53(4):891–901. https://doi.org/10.1007/s00254-007-0701-2

    Article  Google Scholar 

  3. Chen R, Xu T, Zhao YR, Deng G, Qiao J, Zhou DS (2019) Effects of net normal stress on hydro-mechanical behaviour of a kaolinite clay soil under different suction paths. Environ Earth Sci 78(24):710. https://doi.org/10.1007/s12665-019-8698-x

    Article  Google Scholar 

  4. Liu W, Song X, Luo J, Hu L (2020) The processes and mechanisms of collapsing erosion for granite residual soil in southern China. J Soil Sediment 20(2):992–1002. https://doi.org/10.1007/s11368-019-02467-4

    Article  Google Scholar 

  5. Ng CWW, Shi Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 22(1):1–28. https://doi.org/10.1016/S0266-352X(97)00036-0

    Article  Google Scholar 

  6. Ke L, Takahashi A (2012) Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow. Soils Found 52(4):698–711. https://doi.org/10.1016/j.sandf.2012.07.010

    Article  Google Scholar 

  7. Chang DS, Zhang LM (2013) Extended internal stability criteria for soils under seepage. Soils Found 53(4):569–583. https://doi.org/10.1016/j.sandf.2013.06.008

    Article  Google Scholar 

  8. Zhang S, Jia Y, Zhang Y, Shan H (2018) Influence of seepage flows on the erodibility of fluidized silty sediments: parameterization and mechanisms. J Geophys Res Oceans 123(5):3307–3321. https://doi.org/10.1002/2018JC013805

    Article  Google Scholar 

  9. Yang Y, Xu C (2019) Influence of fine content on the mechanical properties of sand subjected to local particle loss by piping. In: IAEG/AEG annual meeting proceedings, San Francisco, California, 2018, vol 6, pp 77–82. https://doi.org/10.1007/978-3-319-93142-5_11

  10. Van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x

    Article  Google Scholar 

  11. Zhou CY (2000) Research into soil mass microstructure and some progresses on soil mechanics. Earth Sci J China Univ Geosci 25(2):215–220

    Google Scholar 

  12. Lin P, Ye G, Garg A (2019) Microstructure evolution of saturated clay under cyclic shearing. J Test Eval. https://doi.org/10.1520/JTE20180673

    Article  Google Scholar 

  13. Garg A, Bordoloi S, Ni JJ, Cai W, Maddibiona PG, Mei G, Poulsen TG, Lin P (2019) Influence of biochar addition on gas permeability in unsaturated soil. Geotech Lett 9(1):66–71. https://doi.org/10.1680/jgele.18.00190

    Article  Google Scholar 

  14. Hu Y, Li YA, Lin JL, Ruan CK, Chen SJ, Tang HM, Duan WH (2019) Towards microstructure-based analysis and design for seepage water in underground engineering: effect of image characteristics. Tunn Undergr Sp Tech 93:103086. https://doi.org/10.1016/j.tust.2019.103086

    Article  Google Scholar 

  15. Song YS, Hong S (2020) Effect of clay minerals on the suction stress of unsaturated soils. Eng Geol. https://doi.org/10.1016/j.enggeo.2020.105571

    Article  Google Scholar 

  16. Fredlund DG, Rahardjo H, Gan JKM (1987, Dec) Non-linearity of strength envelope for unsaturated soils. In: Proceedings of the 6th international conference on expansive soils, New Delhi, India, vol 1, pp 49–54

  17. Chen ZJ (2007) The engineering characteristics of granite residual soil and analysis of the cut slope stability in Shantou City. Geol Min Resources South China 26(02):245–253

    Google Scholar 

  18. Liang SH, Wang M, Zhang L, Zhou SZ, Zhang YF (2015) Experimental study of mechanical properties and microstructures on Nansha soft soil stabilised with cement. Mater Res Innov 19(Supp 8):S8-518. https://doi.org/10.1179/1432891715Z.0000000001867

    Article  Google Scholar 

  19. Cai SX, Han WF, Wang P, Wei HJ (2005) Experimental study on preparation of soil samples for microstructure test by freeze-drying method. Coal Geol Explor 33(2):46–48

    Google Scholar 

  20. Li LF (2000) Some experience of microstructural sample preparation of soft soil. Explor Project West China 5:22–23

    Google Scholar 

  21. Wang GX, Huang HW, Xiao SF (2005) Experimental study on microstructure characteristics of soft soil. J Hydraul Eng 36(2):190–196

    Google Scholar 

  22. Shi B, Wu Z, Chen J, Wang B (1999) Preparation of soil specimens for SEM analysis using freeze-cut-drying. Bull Eng Geol Env 58:1–7. https://doi.org/10.1007/s100640050064

    Article  Google Scholar 

  23. Chen C, Li X, Xu N, Zheng B (2020) Direct shear experimental study on the mobilized dilation behavior of granite in alxa candidate area for high-level radioactive waste disposal. Energies 13(1):122. https://doi.org/10.3390/en13010122

    Article  Google Scholar 

  24. Wong JC, Rahardjo H, Toll DG, Leong EC (2001) Modified triaxial apparatus for shearing-infiltration test. Geotech Test J 24(4):370–380. https://doi.org/10.1520/GTJ11134J

    Article  Google Scholar 

  25. Koliji A, Laloui L, Cusinier O, Vulliet L (2006) Suction induced effects on the fabric of a structured soil. Transport Porous Med 64(2):261. https://doi.org/10.1007/s11242-005-3656-3

    Article  Google Scholar 

  26. Pereira JHF, Fredlund DG (1997) Constitutive modelling of a metastable-structured compacted soil. In: Almeida M (eds) Proceedings of the international symposium on recent developments in soil and pavement mechanics, Rio de Janeiro, Brazil. AA Balkema, Rotterdam, pp 317–326

  27. Pereira JH, Fredlund DG (2000) Volume change behavior of collapsible compacted gneiss soil. J Geotech Geoenviron 126(10):907–916. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:10(907)

    Article  Google Scholar 

  28. Kato S, Kawai K (2000) Deformation characteristics of a compacted clay in collapse under isotropic and triaxial stress state. Soils Found 40(5):75–90. https://doi.org/10.3208/sandf.40.5_75

    Article  Google Scholar 

  29. Sun DA, Sheng D, Sloan SW (2007) Elastoplastic modelling of hydraulic and stress–strain behaviour of unsaturated soils. Mech Mater 39(3):212–221. https://doi.org/10.1016/j.mechmat.2006.05.002

    Article  Google Scholar 

  30. Garakani AA, Haeri SM, Khosravi A, Habibagahi G (2015) Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions. Eng Geol 195:28–41. https://doi.org/10.1016/j.enggeo.2015.05.026

    Article  Google Scholar 

  31. Lu N, Likos William J (2004) Unsaturated soil mechanics. Wiley, London

    Google Scholar 

  32. Gan JKM, Fredlund DG, Rahardjo H (1988) Determination of the shear strength parameters of an unsaturated soil using the direct shear test. Can Geotech J 25(3):500–510. https://doi.org/10.1139/cjss-2019-0071

    Article  Google Scholar 

  33. Nam S, Gutierrez M, Diplas P, Petrie J (2011) Determination of the shear strength of unsaturated soils using the multistage direct shear test. Eng Geol 122(3–4):272–280. https://doi.org/10.1016/j.enggeo.2011.06.003

    Article  Google Scholar 

  34. Chen C, Li X, Li S, Zheng B (2017) Failure behavior of granite affected by confinement and water pressure and its influence on the seepage behavior by laboratory experiments. Materials 10(7):798. https://doi.org/10.3390/ma10070798

    Article  Google Scholar 

  35. Coutinho RQ, Silva MM, Santos AND, Lacerda WA (2019) Geotechnical characterization and failure mechanism of landslide in granite residual soil. J Geotech Geoenviron 145(8):05019004. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002052

    Article  Google Scholar 

  36. Ei-Ramly H, Morgenstern NR, Cruden DM (2005) Probabilistic assessment of stability of a cut slope in residual soil. Geotechnique 55(1):77–84. https://doi.org/10.1680/geot.2005.55.1.77

    Article  Google Scholar 

  37. Melinda F, Rahardjo H, Han KK, Leong EC (2004) Shear strength of compacted soil under infiltration condition. Geotech Geoenviron Eng 130(8):807–817. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(807)

    Article  Google Scholar 

  38. Garg A, Huang H, Kushvaha V, Madhushri P, Kamchoom V, Wani I, Koshy N, Zhu HH (2020) Mechanism of biochar soil pore–gas–water interaction: gas properties of biochar-amended sandy soil at different degrees of compaction using KNN modeling. Acta Geophys 68:207–217. https://doi.org/10.1007/s11600-019-00387-y

    Article  Google Scholar 

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Acknowledgements

Authors are grateful for support from Natural Science Foundation Youth Project of China (Grant No. 41907252).

Funding

This research was funded by Natural Science Foundation Youth Project of China (Grant No. 41907252).

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Authors and Affiliations

  1. Department of Civil and Environmental Engineering, Guangdong Engineering Center for Structure Safety and Health Monitoring, Shantou University, Shantou, 515063, Guangdong, China

    Peng Lin, Jingjing Zhang, He Huang, Yuanxu Huang, Yanqun Wang & Ankit Garg

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  1. Peng Lin
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  2. Jingjing Zhang
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  3. He Huang
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  4. Yuanxu Huang
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Contributions

PL and AG were responsible for the project conception and study design. HH, JZ, YW and YH performed the experiment and prepared figures. PL, HH and YW analyzed, interpreted the data and drafted the manuscript. All authors read and approved the submitted version.

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Correspondence to He Huang.

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Lin, P., Zhang, J., Huang, H. et al. Strength of Unsaturated Granite Residual Soil of Shantou Coastal Region Considering Effects of Seepage Using Modified Direct Shear Test. Indian Geotech J 51, 719–731 (2021). https://doi.org/10.1007/s40098-021-00504-z

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