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The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)

  • STRUCTURAL PROPERTIES OF SOILS
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Soil treatment to mitigate liquefaction risk could be considered as an alternative possibility to reduce structural damage and loss of lives during ground motion events. Soil densification is one of the most common techniques for limiting potential deformations of soil following the application of dynamic loads. Traditional site-stabilizing techniques have limits in terms of full-field treatment, entail extensive disturbance, and are expensive to implement. Nanomaterials are being introduced for soil improvement as a result of the rapid growth of nanotechnology. The present study summarizes the literature, including the application of laponite - a very promising nanoparticle in the densification of sand grains and future research opportunities. Laponite can significantly improve the liquefaction resistance of sand owing to its good rheological properties and relatively small size scale. Studies on nanomaterials used in geotechnical engineering are examined to show how nanoparticles improve sand reinforcement. This study reviews the application of laponite to improve soil quality and understand the interaction between nanotechnology and geotechnical engineering by using novel approaches.

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References

  1. C. R. Yao, B. Wang, Z. Q. Liu, H. Fan, F. H. Sun, and X. H. Chang, “Evaluation of liquefaction potential in saturated sand under different drainage boundary conditions-an energy approach,” J. Mar. Sci. Eng., 7, 411 (2019).

    Article  Google Scholar 

  2. P. De Alba, C. Chan, and H. Seed, “Determination of soil liquefaction characteristics by large-scale laboratory tests (No. Report No. EERC75-14),” Berkeley, CA (1975).

  3. K. Seed, “Rankine Lecture: Liquefaction and flow failure during earthquakes,” Geotechnique, 43, 351-415 (1993).

    Article  Google Scholar 

  4. S. Poulos, G. Castro, and J. France, “Liquefaction evaluation procedure,” J. Geotech. Eng., 111, 772-92 (1985).

    Article  Google Scholar 

  5. R. Verdugo and J. Gonzalez, “Liquefaction-induced ground damages during the 2010 Chile earthquake,” Soil Dyn. Earthq. Eng., 79, 280-95 (2015).

    Article  Google Scholar 

  6. P. De Alba, H. Seed, and C. Chan, “Sand liquefaction in large-scale simple shear tests,” J. Soil Mech. Found. Div., 102, 909-927 (1976).

    Google Scholar 

  7. K. Lee and A. Albaisa, “Earthquake-induced settlements in saturated sands,” J. Geotech. Eng. Div., 100, 387-406 (1974).

    Article  Google Scholar 

  8. H. Seed, P. Martin, and J. Lysmer, “Pore-water pressure changes during soil liquefaction,” J. Geotech. Eng., 102, 323-346 (1976).

    Google Scholar 

  9. R. Dobry, R. Ladd, F. Yokel, R. Chung, and D. Powell, “Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method,” District of Columbia: U.S. Dept. of Commerce, National Bureau of Standards; National Technical Information Service, (1982).

  10. R. Dobry, “Liquefaction of soils during earthquakes, National Research Council, Committee on Earthquake Engineering (Report No. CETS-EE-001),” National Academy Press, Washington, DC, USA (1985).

    Google Scholar 

  11. C. Hsu and M. Vucetic, “Volumetric threshold shear strain for cyclic settlement,” J. Geotech. Geoenviron. Eng., 130, 58-70 (2004).

    Article  Google Scholar 

  12. K. Hazirbaba and E. Rathje, “Pore pressure generation of silty sands due to induced cyclic shear strains,” J. Geotech. Geoenviron. Eng., 135, 1892-1905 (2009).

    Article  Google Scholar 

  13. A. Alarcon-Guzman, G. Leonards, and J Chameau, “Undrained monotonic and cyclic strength of sands,” J Geotech. Eng., 114, 1089-109 (1988).

    Article  Google Scholar 

  14. G. Castro and S. Poulos, “Factors affecting liquefaction and cyclic mobility,” J Geotech. Eng. Div., 103, 501-516 (1977).

    Article  Google Scholar 

  15. R. Verdugo and K. Ishihara, “The steady state of sandy soils,” Soils Found., 36, 81-91 (1996).

    Article  Google Scholar 

  16. G. Clough, J. Iwabuchi, N. Rad, and T. Kuppusamy, “Influence of cementation on liquefaction of sands,” J Geotech. Eng., 115, 1102-1117 (1989).

    Article  Google Scholar 

  17. J. Troncoso and R. Verdugo, “Silt content and dynamic behavior of tailings sands,” Proc. Int. Conf. on Soil Mechanics Found. Engineering., San Francisco: Balkema, 1311-1314 (1985).

  18. Y. Vaid and S. Sivathayalan, “Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests,” Can. Geotech. J., 2, 281-289 (1996).

    Article  Google Scholar 

  19. M. Vucetic and R. Dobry, “Effect of soil plasticity on cyclic response,” Geotech. Eng., 117, 89-107 (1991).

    Article  Google Scholar 

  20. J. Carraro, P. Bandini, and R. Salgado, “Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance,” Geotech. Geoenviron. Eng., 129, 965-976 (2003).

    Article  Google Scholar 

  21. N. Chang, S. Yeh, and L. Kaufman, “Liquefaction potential of clean and silty sands,” Proceedings of the 3rd International Earthquake Microzonation Conference. Seattle, WA, USA, 1017-1032 (1982).

  22. W. Finn, R. Ledbetter, and G. Wu, “Liquefaction in silty soils: design and analysis,” Ground Failures under Seismic Conditions, Geotech. Spec. Publ. NY USA ASCE, 44, 51-76 (1994).

    Google Scholar 

  23. J. Koester, “The influence of fine type and content on cyclic strength,” Ground Failures under Seismic Conditions, Geotech. Spec. Publ. NY USA ASCE, 44, 17-33 (1994).

    Google Scholar 

  24. K. Law and Y Ling, “Liquefaction of granular soils with non-cohesive and cohesive fines,” Proceedings of the 10th world conference on earthquake engineering, Rotterdam, the Netherlands, 1491-1496 (1992).

  25. C. Polito and J Martin, “A reconciliation of the effects of non-plastic fine on the liquefaction resistance of sands reported in the literature,” Earthq. Spectra, 19, 635-651 (2003).

    Article  Google Scholar 

  26. S. Thevanayagam, T. Shenthan, S. Mohan, and J. Liang, “Undrained fragility of clean sands, silty sands, and sandy silts,” J Geotech. Geoenviron. Eng., 128, 849-859 (2002).

    Article  Google Scholar 

  27. V. Vaid, “Liquefaction of silty soils,” Ground Failures under Seismic Conditions, Geotech. Spec. Publ. NY USA ASCE, 44, 1-16 (1994).

    Google Scholar 

  28. K. Ishihara, Soil Behaviour in Earthquake Geotechnics, Oxford Science Publication, Clarendon Press, Oxford, UK (1996).

    Google Scholar 

  29. K. Ishihara and J. Koseki, “Discussion of cyclic shear strength of fines-containing sands,” Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil, 101-106 (1989).

  30. S. Saxena, K. Reddy, and A. Avramidis, “Liquefaction resistance of artificially cemented sand,” J. Geotech. Eng., 114, 1395-413 (1988).

    Article  Google Scholar 

  31. K. Tokimatsu and Y. Yoshimi, “Criteria of soil liquefaction with SPT and fines content,” 8th World Conference on Earthquake Engineering, San Francisco, CA: Prentice Hall (1984).

  32. G. Wang and J. Kuwano, “Modeling of strain dependency of shear modulus and damping of clayey sand,” Soil Dyn. Earthq. Eng., 18, 463-71 (1999).

    Article  Google Scholar 

  33. J. Yamamuro and P. Lade, “Steady-state concepts and static liquefaction of silty sands,” J. Geotech. Geoenviron. Eng., 124, 868-877 (1998).

    Article  Google Scholar 

  34. C. Polito, “The effects of non-plastic and plastic fines on the liquefaction of sandy soils,” Ph.D. thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA, USA (1999).

  35. J. Bray, M. Cubrinovski, J. Zupan, and M. Taylor, “Liquefaction effects on buildings in the Central Business District of Christchurch,” Earthq. Spectra, 30, 85-109 (2004).

    Article  Google Scholar 

  36. J. Bray and J. Frost, “Geo-engineering Reconnaissance of the 2010 Maule, Chile, Earthquake,” Report of the NSFSponsored GEER Association Team (2010).

  37. M. Cubrinovski, J. Bray, M. Taylor, S. Giorgini, and B. Bradley, “Soil liquefaction effects in the central business district during the February 2011 Christchurch earthquake,” Seism. Res. Lett., 82, 893-904 (2011).

    Article  Google Scholar 

  38. Y. Huang and Z. Wen, “Recent developments of soil improvement methods for seismic liquefaction mitigation,” Nat. Hazards, 76, 927-1938 (2015).

    Article  Google Scholar 

  39. J. Bird and J. Bommer, “Earthquake losses due to ground failure,” Eng. Geol., 75, 147-179 (2004).

    Article  Google Scholar 

  40. National Research Council, “Geological and geotechnical engineering in the new Millennium: opportunities for research and technological innovation,” National Academies Press, Washington (2006).

    Google Scholar 

  41. F. Ochoa-Cornejo, A. Bobet, C. Johnston, M. Santagata, and J. Sinfield, “Cyclic behavior and pore pressure generation in sands with laponite, a super-plastic nanoparticle,” Soil Dyn. Earthq. Eng., 88, 265-279 (2016), https://doi.org/10.1016/j.soildyn.2016.06.008.

    Article  Google Scholar 

  42. Y. Huang and L. Wang, “Laboratory investigation of liquefaction mitigation in silty sand using nanoparticles,” Eng. Geol., 204, 23-32 (2016), https://doi.org/10.1016/j.enggeo.2016.01.015.

    Article  Google Scholar 

  43. T. Youd, I. Idriss, R. Andrus, I. Arango, G. Castro, and J. Christian, “Liquefaction resistance of soils. Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils,” J. Geotech. Geoenviron. Eng., 127, 817-33 (2001).

    Article  Google Scholar 

  44. B. M. Das and G. Ramana, Principles of Soil Dynamics, 2nd edition, Stamford: Cengage (2011).

  45. M. Jefferies and K. Been, Soil Liquefaction: A Critical State Approach, 2nd edition, London: Taylor and Francis Group (2015).

    Book  Google Scholar 

  46. P. Loma, “California Earthquake, Advanced National Seismic System,” Comprehensive Catalog, US Geological Survey) (1989).

  47. A. Casagrande, “Liquefaction and cyclic deformation of sands: A critical review,” Harv. Soil Mech., Ser. No 88 (1976).

  48. V. Florin and P. Ivanov, “Liquefaction of saturated sandy soils,” Proc. 5th International Conference on Soil Mechanics and Foundation Engineering (ICSMFE), Paris, 107-111 (1976).

  49. A. Casagrande, “On liquefaction phenomenon,” Geotechnique, 21, 197-202 (1969).

    Google Scholar 

  50. A. Casagrande, “Characteristics of cohesionless soils affecting the stability of slopes and earth fills,” J. Boston Soc. Civ. Eng., (1936).

  51. A. Schofield, “Dynamic and earthquake geotechnical centrifuge modelling,” Proc. Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 1081-1100 (1981).

  52. B. Muhunthan and A. Schofield, “Liquefaction and dam failure. Technical report of the University of Cambridge,” Proceedings of ASC Conference, GeoDenver 2000 (2000).

  53. H. Tsuchida, “Prediction and countermeans against the liquefaction in sand deposits,” Seminar in the Port and Harbor Research Institute, Yokohama, Japan (1970).

  54. National Research Council, “Liquefaction of soils during earthquakes,” Report No. CETS-EE-001, Committee on Earthquake Engineering, National Academy Press, Washington, D.C. (1985).

  55. H. Seed, K. Tokimatsu, L. Harder, and R. Chung, “Influence of SPT Procedures in Soil Liquefaction Evaluations,” J. Geotech. Eng., 3, 1425-1445 (1985).

    Article  Google Scholar 

  56. R. Feynman, “There’s plenty of room at the bottom,” Eng. Sci., 22, 22-36 (1960).

    Google Scholar 

  57. J. Tiwari, R. Tiwari, and K. Kim, “Zero-dimensional, one-dimensional, two-dimensional, and three-dimensional nanostructured materials for advanced electrochemical energy devices,” Prog. Mater. Sci., 57, 724-803 (2012).

    Article  Google Scholar 

  58. E. Dreaden, A. Alkilany, X. Huang, C. Murphy, and M. El-Sayed, “The golden age: gold nanoparticles for biomedicine,” Chem. Soc. Rev., 41, 2740-2779 (2012).

    Article  Google Scholar 

  59. W. Shin, J. Cho, A. Kannan, Y. Lee, and D. Kim, “Cross-linked composite gel polymer electrolyte using mesoporous methacrylate-functionalized SiO2 nanoparticles for lithium-ion polymer batteries,” Sci. Rep., 6, 26332 (2016).

    Article  Google Scholar 

  60. G. Finch, H. Havel, M. Analoui, R. Barton, A. Diwan, and M. Hennessy, “Nano-medicine drug development: A scientific symposium entitled Charting a Roadmap to Commercialization,” AAPS J., 16, 698-704 (2014).

    Article  Google Scholar 

  61. H. Hyung, J. Fortune, J. Hughes, and J. Kim, “Natural organic matter stabilizes carbon nanotubes in the aqueous phase,” Environ. Sci. Technol., 41, 179-184 (2007).

    Article  Google Scholar 

  62. K. Peng and S. Lee, “Silicon nanowire for photovoltaic solar energy conversion,” Adv. Mater., 23, 198-215 (2011).

    Article  Google Scholar 

  63. F. Halicioglu, “The potential benefits of nanotechnology for innovative solutions in the construction sector,” Nanotechnol. Constr. 3 Springer Heidelb., 209-214 (2009).

  64. M. Hanus and A. Harris, “Nanotechnology innovations for the construction industry,” Prog. Mater. Sci,. 58, 1056-1102 (2013).

    Article  Google Scholar 

  65. O. Ugwu, J. Arop, C. Nwoji, and N. Osadebe, “Nanotechnology as a preventive engineering solution to highway infrastructure failure,” J Constr. Eng. Manag., 139, 987-993 (2013).

    Article  Google Scholar 

  66. Z. Ge and Z. Gao, “Applications of nanotechnology and nano-materials in construction,” First Int. Conf. Construction in Developing Countries, 235-240 (2008).

  67. F. Pacheco-Torgal and S. Jalali, “Nanotechnology: advantages and drawbacks in the field of construction and building materials,” Constr. Build. Mater., 25, 582-590 (2011).

    Article  Google Scholar 

  68. P. Balaguru and K. Chong, “Nanotechnology and concrete research opportunities,” Pro. ACI Session on Nanotechnology of Concrete: Recent Developments and Future Perspectives, Denver, 15-28 (2006).

  69. A. Qureshi, W. Kang, J. Davidson, and Y. Gurbuz, “Review on carbon-derived, solid-state, micro and nano sensors for electro-chemical sensing applications,” Diam. Relat. Mater., 18, 1401-1420 (2009).

    Article  Google Scholar 

  70. F. Sanchez and K. Sobolev, “Nanotechnology in concrete: a review,” Constr. Build. Mater., 24, 2060-2071 (2010).

    Article  Google Scholar 

  71. M. Kroon, G. Vos, and G. Wegdem, “Structure and formation of a gel of colloidal disks,” Phys. Rev. E., 57, 1962-1970 (1998), https://doi.org/10.1103/PhysRevE.57.1962.

    Article  Google Scholar 

  72. A. El-Howayek, “Characterization, rheology and microstructure of laponite suspensions,” MSc thesis, Purdue University, West Lafayette, USA (2011).

  73. F. Paula, G. da Silva, R. Aquino, et al, “Gravitational and magnetic separation in self-assembled clay ferrofluid nanocomposites,” Braz. J Phys., 39, 163-170 (2009).

    Article  Google Scholar 

  74. P. Levitz, E. Lecolier, and A. Mourhid, “Liquid-solid transition of laponite suspensions at very low ionic strength: long-range electrostatic stabilization of anisotropic colloids,” Eur. Lett., 49, 676-677 (2000).

    Article  Google Scholar 

  75. H. Tanaka, J. Meunier, and D. Bonn, “Nonergodic states of charged colloidal suspensions: repulsive and attractive glasses and gels,” Phys. Rev. E., 69, 031404-1-6 (2004).

  76. C. El Mohtar, A. Bobet, M. Santagata, V. Drnevich, and C. Johnston, “Cyclic response of sand with thixotropic pore fluid,” Geotech. Earthq. Eng. Soil Dyn. IV, Geotechnical Special Publication 181, Reston, VA, USA (2008).

  77. A. Howayek, A. Bobet, C. Johnston, M. Santagat, and J. Sinfield, “Microstructure of sand laponite water systems using cryo-sem,” Geo-Congress 2014 Technical Papers, 693-702 (2014).

  78. C. El Mohtar, A. Bobet, M. Santagata, V. Drnevich, and C Johnston, “Liquefaction mitigation using bentonite suspensions,” Geotech. Geoenviron. Eng., 139, 1369-1380 (2013), https://doi.org/10.1061/(ASCE)GT.1943-5606.0000865.

    Article  Google Scholar 

  79. C. El Mohtar, A. Bobet, V. Drnevich, C. Johnston, and M. Santagata, “Pore pressure generation in sands with bentonite: from small strains to liquefaction,” Geotechnique, 64, 108-117 (2014).

    Article  Google Scholar 

  80. M. Santagata, A. Bobet, A. El-Howayek, F. Ochoa-Carnejo, and J. Sinfield, Building a Nanostructure in the Pore Fluid of Granular Soils, London: Taylor and Francis (2015).

    Google Scholar 

  81. F. Ochoa-Cornejo, A. Bobet, A. El-Howayek, C. Johnston, M. Santagata, and J. Sinfield, “Discussion on laboratory investigation of liquefaction mitigation in silty sand using nanoparticles,” Eng. Geol., 216, 161-164 (2017).

    Article  Google Scholar 

  82. F. Ochoa-Cornejo, “Cyclic behaviour of sands with superplastic fines,” PhD Thesis, Purdue University, West Lafayette, Indiana (2015).

  83. X. B. Huang, J. S. Sun, Y. Huang, et al, “Laponite: a promising nanomaterial to formulate high-performance water-based drilling fluids,” Pet. Sci., 18, 579-590 (2021).

    Article  Google Scholar 

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Correspondence to E. Mohamedelhassan.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, March-April, 2023.

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Siddique, S.N., Deng, J. & Mohamedelhassan, E. The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review). Soil Mech Found Eng 60, 149–157 (2023). https://doi.org/10.1007/s11204-023-09876-1

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