Skip to main content

Advertisement

Log in

Effects of different chloride salts on granite residual soil: properties and water–soil chemical interaction mechanisms

  • Soils, Sec 4 • Ecotoxicology • Research Article
  • Published:
Journal of Soils and Sediments Aims and scope Submit manuscript

Abstract

Purpose

Soil salinization is a common concern; the physical and mechanical properties of soil play an important role in the process of salinization for the stability of land sites. This study aims to clarify the different chlorine salts on the critical threshold of soil physical and mechanical properties under a flowing state and investigate the mechanism.

Method

In this study, using the self-developed water–soil chemical circulation system, the granite residual soil was soaked in NaCl and CaCl2 solutions of different concentrations for 7/14 days, and then the soil’s physical, mechanical and microscopic properties were studied.

Results

The results reveal that the decrease in liquid limit and plastic limit of soil samples soaked in CaCl2 solution is greater than that of NaCl solution. When the two chloride solutions were soaked for 7 days, the soil compressibility showed a trend of “first increasing and then decreasing” with the raise of salt concentration, and the shear strength indexes displayed a trend of “first decreasing and then increasing.” After soaking for 14 days, the compressibility of soil samples exhibited a trend of “first decreasing, then increasing, and finally decreasing” with the increase of salt concentration, while the shear strength indexes of soil samples remained basically unchanged, but the internal friction angle of soil samples tended to increase overall with the increase of salt concentration. Finally, the influence mechanism of soil physical and mechanical properties change is explained from the perspective of microstructure, and it is proposed that iron aluminum cement and clay minerals are the key substances that determine the water–soil chemical interaction.

Conclusion

The findings can provide some guidance for the sustainable development of coastal saline land areas.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11

Similar content being viewed by others

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

References

  • Al Hattamleh O, Aldeeky H, Rabab’Ah S, Taamneh M (2020) The effect of Dead Sea salt solution on the engineering properties of expansive subgrade clayey soil. Arab J Geosci 13(11):405

    Article  CAS  Google Scholar 

  • An R, Kong LW, Zhang XW, Li CS (2022a) Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography. J Rock Mech Geotech 14(3):851–860

    Article  Google Scholar 

  • An R, Zhang XW, Kong LW, Liu XY, Chen C (2022b) Drying-wetting impacts on granite residual soil: a multi-scale study from macroscopic to microscopic investigations. B Eng Geol Environ 81(10):447

    Article  Google Scholar 

  • Castellanos E, Villar MV, Romero E, Lloret A, Gens A (2008) Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite. Physics Chem Earth, Parts A/B/C 33:S516–S526

    Article  Google Scholar 

  • Elkady TY, Al-Mahbashi AM (2017) Effect of solute concentration on the volume change and shear strength of compacted natural expansive clay. Environ Earth Sci 76(14):483

    Article  Google Scholar 

  • Elsawy MBD, Lakhouit A (2020) A review on the impact of salinity on foundation soil of coastal infrastructures and its implications to north of Red Sea coastal constructions. Arab J Geosci 13(13):555

    Article  CAS  Google Scholar 

  • Estabragh A, Soltani A, Javadi A (2020) Effect of pore water chemistry on the behaviour of a kaolin-bentonite mixture during drying and wetting cycles. Eur J Environ Civ En 24(7):895–914

    Article  Google Scholar 

  • Fu JT, Hu XS, Li XL, Yu DM, Yu DM, Liu YB, Yang YQ, Qi ZX, Li SX (2019) Influences of soil moisture and salt content on loess shear strength in the Xining Basin, northeastern Qinghai-Tibet Plateau. J Mt Sci-Engl 16(5):1184–1197

    Article  Google Scholar 

  • Grabowski RC, Droppo IG, Wharton G (2011) Erodibility of cohesive sediment: the importance of sediment properties. Earth-Sci Rev 105(3–4):101–120

    Article  Google Scholar 

  • He Y, Ye WM, Chen YG, Zhang KN, Wu DY (2020) Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions. B Eng Geol Environ 79(1):399–410

    Article  CAS  Google Scholar 

  • Helle TE, Nordal S, Aagaard P (2018) Improved geotechnical properties in salt-treated highly sensitive landslide-prone clays. P I Civil Eng-Geotec 171(3):232–242

    Article  Google Scholar 

  • Hu WL, Cheng WC, Wen SJ, Rahman MM (2021) Effects of chemical contamination on microscale structural characteristics of intact loess and resultant macroscale mechanical properties. Catena 203:105361

    Article  CAS  Google Scholar 

  • Jiang N (2021) Study on the influence of cations in pore water on the bound water of marine cohesive soil and its mechanical effects. Jilin U

  • Komine H, Yasuhara K, Murakami S (2009) Swelling characteristics of bentonites in artificial seawater. Can Geotech J 46(2):177–189

    Article  Google Scholar 

  • Latifi N, Rashid ASA, Siddiqua S, Horpibulsuk S (2015) Micro-structural analysis of strength development in low-and high swelling clays stabilized with magnesium chloride solution-A green soil stabilizer. Appl Clay Sci 118:195–206

    Article  CAS  Google Scholar 

  • Liu XY, Zhang XW, Kong LW, Li XM, Wang G (2021) Effect of cementation on the small-strain stiffness of granite residual soil. Soils Found 61(2):520–532

    Article  Google Scholar 

  • Mazzieri F, Di Emidio G, Van Impe PO (2010) Diffusion of calcium chloride in a modified bentonite: impact on osmotic efficiency and hydraulic conductivity. Clay Clay Miner 58(3):351–363

    Article  CAS  Google Scholar 

  • Minder P, Puzrin AM, Plötze M (2016) Enhanced delivery of chemical agents in soil improvement applications. Geotechnique 66(6):469–480

    Article  Google Scholar 

  • Mitchell JK, Soga K (2005) Fundamentals of soil behavior. John Wiley Sons, New York

  • Shariatmadari N, Salami M, Karimpour FM (2011) Effect of inorganic salt solutions on some geotechnical properties of soil-bentonite mixtures as barriers. Int J Civ Eng 9(2):103–111

    Google Scholar 

  • Spagnoli G, Feinendegen M, Fernandez-Steeger T (2011) Influence of salt solutions on the undrained shear strength and the clogging of smectite-quartz mixtures. Environ Eng Geosci 17(3):293–305

    Article  Google Scholar 

  • Tang LS, Chen Y, Ye YH, Zhou ZX, Cheng ZH (2022) Influence of Na2SO4 solution on physical and mechanical properties of granite residual soil. Chin J Geotech Eng 1–9

  • Wang HD, She DL, Sun XQ, Ma DH (2022a) Investigation of the mechanical behavior of salinized agricultural soils using unsaturated triaxial tests and a constitutive framework. Eng Geol 299:106567

    Article  Google Scholar 

  • Wang L, Zhou SH, Shi Y, Huang YJ, Zhao F, Huo TT, Tang SW (2022b) The influence of fly ash dosages on the permeability, pore structure and fractal features of face slab concrete. Fractal Fract 6(9):476

    Article  Google Scholar 

  • Wei H, Liu YL, Zhang JE, Li SF, Zhong XL, Xiang HM (2021) Leaching of simulated acid rain deteriorates soil physiochemical and mechanical properties in three agricultural soils. Catena 206:105485

    Article  CAS  Google Scholar 

  • Yan RX, Zhang L, Zhang JY, Peng JB, Chen LJ, Zhang Y (2022a) Pore characteristics and micro-structure change of undisturbed loess induced by acid corrosion. Eng Geol 106880

  • Yan JB, Zou ZX, Mu R, Hu XL, Zhang JC, Zhang W, Su AJ, Wang JG, Luo T (2022b) Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone. Nat Hazards 112(3):2523–2547

  • Yang BB, Li DD, Yuan SC, Jin LC (2021a) Role of biochar from corn straw in influencing crack propagation and evaporation in sodic soils. Catena 204:105457

    Article  CAS  Google Scholar 

  • Yang BB, Liu JW, Zhao XM, Zhang S (2021b) Evaporation and cracked soda soil improved by fly ash from recycled materials. Land Degrad Dev 32(9):2823–2832

    Article  CAS  Google Scholar 

  • Yang BB, Yuan SC, Shen ZZ, Zhao XM (2022) Influence of geotextile materials on the fractal characteristics of desiccation cracking of soil. Fractal Fract 6(11):628

    Article  Google Scholar 

  • Ye WM, Zhang F, Chen B, Chen YG, Wang Q, Cui YJ (2014) Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 Bentonite. Environ Earth Sci 72(7):2621–2630

    Article  CAS  Google Scholar 

  • Yilmaz I, Marschalko M (2014) The effect of different types of water on the swelling behaviour of expansive clays. B Eng Geol Environ 73(4):1049–1062

    Article  CAS  Google Scholar 

  • Ying Z, Cui YJ, Duc M, Benahmed N (2022) Effect of salt solution on the optimum lime contents of bentonite and silt. Acta Geotech 17(9):3731–3745

    Article  Google Scholar 

  • Yuan BX, Chen WJ, Li ZH, Zhao J, Luo QZ, Chen WW, Chen TY (2022) Sustainability of the polymer SH reinforced recycled granite residual soil: properties, physicochemical mechanism, and applications. J Soils Sediments. https://doi.org/10.1007/s11368-022-03294-w

    Article  Google Scholar 

  • Zhang FY, Wang GH, Kamai T, Chen WW, Zhang DX, Yang J (2013) Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution. Eng Geol 155:69–79

    Article  Google Scholar 

  • Zhang HY, Cui SL, Zhang M, Jia LY (2012) Swelling behaviors of GMZ bentonite-sand mixtures inundated in NaCl-Na2SO4 solutions. Nucl Eng Des 242:115–123

    Article  CAS  Google Scholar 

  • Zhang S, Li D, Shan-Jie S (2022) The effects of salt-lake salt solution on the strength of expansive soil. Geofluids 2022:2798281

    Google Scholar 

  • Zhu CM, Ye WM, Chen YG, Chen B, Cui YJ (2015) Impact of cyclically infiltration of CaCl2 solution and de-ionized water on volume change behavior of compacted GMZ01 bentonite. Eng Geol 184:104–110

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful to the anonymous reviewers for their helpful comments on the manuscript.

Funding

This research is supported by the National Natural Science Foundation of China (42277142, 41877229, 42102303), Guangdong Basic and Applied Basic Research Foundation (2018B030311066).

Author information

Authors and Affiliations

Authors

Contributions

Yang Chen, Liansheng Tang, and Yanghai Ye planned and designed the research. Yang Chen, Liansheng Tang, Yanghai Ye, Zihua Cheng, and Zixiao Zhou conducted laboratory analysis. Yang Chen, Liansheng Tang, and Yanghai Ye wrote the manuscript. All authors contributed critically to the drafts and gave final approval for publication.

Corresponding author

Correspondence to Liansheng Tang.

Ethics declarations

Competing interests

The authors declare no competing interests.

Additional information

Responsible editor: Dong-Mei Zhou.

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chen, Y., Tang, L., Ye, Y. et al. Effects of different chloride salts on granite residual soil: properties and water–soil chemical interaction mechanisms. J Soils Sediments 23, 1844–1856 (2023). https://doi.org/10.1007/s11368-023-03445-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11368-023-03445-7

Keywords

Navigation