Skip to main content
Log in

Recent Advances in Nature-Inspired Solutions for Ground Engineering (NiSE)

  • State of the Art/Practice Paper
  • Published:
International Journal of Geosynthetics and Ground Engineering Aims and scope Submit manuscript

Abstract

The ground is a natural grand system; it is composed of myriad constituents that aggregate to form several geologic and biogenic systems. These systems operate independently and interplay harmoniously via important networked structures over multiple spatial and temporal scales. This paper presents arguments and derivations couched by the authors, to first give a better understanding of these intertwined networked structures, and then to give an insight of why and how these can be imitated to develop a new generation of nature-symbiotic ground engineering techniques. The paper draws on numerous recent advances made by the authors, and others, in imitating forms (e.g. synthetic fibres that imitate plant roots), materials (e.g. living composite materials, or living soil that imitate fungi and microbes), generative processes (e.g. managed decomposition of construction rubble to mimic weathering of aragonites to calcites), and functions (e.g. recreating the self-healing, self-producing, and self-forming capacity of natural systems). Advances are reported in three categories of Materials, Models, and Methods (3Ms). A novel value-based appraisal tool is also presented, providing a means to vet the effectiveness of 3Ms as standalone units or in combinations.

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
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24

Similar content being viewed by others

Availability of Data and Material

None.

Code Availability

Not applicable.

References

  1. Assadi-Langroudi A, Jefferson I, O’Hara-Dhand K, Smalley I (2014) Micromechanics of quartz sand breakage in a fractal context. Geomorphology 211:1–10

    Google Scholar 

  2. Assadi Langroudi A, Theron E (2019) Gaps in particulate matters: Formation, mechanisms, implications. In: Jacobsz SW (Ed) Proceedings of the 17th African Regional Conference on Soil Mechanics and Geotechnical Engineering, International Society for Soil Mechanics and Geotechnical Engineering, pp 169–179

  3. ISO 18458 (2015) Biomimetics – Terminology, concepts and methodology. International Organization for Standards, Geneva, Switzerland

  4. Vincent JFV (2009) Biomimetics—A review. Proc Inst Mech Eng [H] 223(8):919–939

    Google Scholar 

  5. Gruber P, Bruckner D, Hellmich C, Schmiedmayer HB, Stachelberger H, Gebeshuber IC (2011) Biomimetics - Materials, Structures and Processes: Examples, Ideas and Case Studies. Springer-Verlag, Berlin

    Google Scholar 

  6. Aristotle (2008) Aristotle Physics. In: Bostock D (ed) Waterfield R (Translator). OUP, Oxford, pp 38–41

    Google Scholar 

  7. Assadi-Langroudi A, Theron E, Ghadr S (2021) Sequestration of carbon in pedogenic carbonates and silicates from construction and demolition wastes. Constr Build Mater 286:122658

    Google Scholar 

  8. Masoero E (2021) Simulating the chemo-mechanical behaviour of minerals at the nano-to-micro mesoscale, In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London

  9. Ebrahimi D, Pellenq RJM, Whittle AJ (2016) Mesoscale simulation of clay aggregate formation and mechanical properties. Granular Matter 18(3):1–8

    Google Scholar 

  10. Bandera S, O'Sullivan C, Angioletti-Uberti S, Tangney P (2019) An evaluation of contact models for particle-scale simulation of clay. E3S Web of Conferences, EDP Sciences 92:14001

  11. Hanley KJ, O’Sullivan C, Byrne EP, Cronin K (2012) Discrete element modelling of the quasi-static uniaxial compression of individual infant formula agglomerates. Particuology 10(5):523–531

    Google Scholar 

  12. Su TC, O’Sullivan C, Nagira T, Yasuda H, Gourlay CM (2019) Semi-solid deformation of Al-Cu alloys: a quantitative comparison between real-time imaging and coupled LBM-DEM simulations. Acta Mater 163:208–225

    Google Scholar 

  13. Altuhafi FN, O’Sullivan C, Sammonds P, Su TC, Gourlay CM (2021) Triaxial compression on semi-solid alloys. Metall Mater Trans A 52(5):2010–2023

    Google Scholar 

  14. O'Sullivan C (2021) How can fundamental modelling and observation inform NISE? In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK

  15. Mesinc (2021) Metrics engineering supply chains. https://www.mesinc.net/. Accessed 09 July 2021

  16. Fathalikhani M, Graham J, Kurz D, Maghoul P (In Press) Investigation and modification of a CSSM-based elastic–thermoviscoplastic model for clay. Int J Geomechan (ASCE)

  17. Safavizadeh S, Montoya BM, Gabr MA (2019) Microbial induced calcium carbonate precipitation in coal ash. Géotechnique 69(8):727–740

    Google Scholar 

  18. Hall SA, Bornert M, Desrues J, Pannier Y, Lenoir N, Viggiani G, Bésuelle P (2010) Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation. Géotechnique 60(5):315–322

    Google Scholar 

  19. Andò E, Hall SA, Viggiani G, Desrues J, Bésuelle P (2012) Experimental micromechanics: Grain-scale observation of sand deformation. Géotechnique Lett 2(3):107–112

    Google Scholar 

  20. Andò E, Hall SA, Viggiani G, Desrues J, Bésuelle P (2012) Grain-scale experimental investigation of localised deformation in sand: A discrete particle tracking approach. Acta Geotech 7(1):1–13

    Google Scholar 

  21. Cygan RT, Kubicki JD (2001) Molecular modeling theory: Applications in the geosciences. De Gruyter. https://doi.org/10.1515/9781501508721

    Article  Google Scholar 

  22. Duque Redondo E (2018) Atomistic simulations of confined species in 2D nanostructures: clays and CSH gel. PhD Dissertation, University of the Basque Country, Spain

  23. Buchy HN, Katti KS, Katti DR (2020) Modeling the behavior of organic kerogen in the proximity of calcite mineral by molecular dynamics simulations. Energy Fuels 34(3):2849–2860

    Google Scholar 

  24. Gu W, Li X, Li Q, Hou Y, Zheng M, Li Y (2021) Combined remediation of polychlorinated naphthalene-contaminated soil under multiple scenarios: An integrated method of genetic engineering and environmental remediation technology. J Hazardous Mater 405:124139

    Google Scholar 

  25. Assadi-Langroudi A (2014) Micromechanics of Collapse in Loess. PhD Dissertation, University of the Birmingham, England, UK

  26. Bauchy M, Masoero E, Ulm FJ, Pellenq R (2015) Creep of bulk CSH: insights from molecular dynamics simulations. Concreep 10:511–516

    Google Scholar 

  27. Shvab I, Brochard L, Manzano H, Masoero E (2017) Precipitation mechanisms of mesoporous nanoparticle aggregates: off-lattice, coarse-grained, kinetic simulations. Cryst Growth Des 17(3):1316–1327

    Google Scholar 

  28. Ofiteru ID, Masoero E, Taniguchi D, Gebhard S, Mihai I, Jefferson T, Paine K (2020) Engineering microbial-induced carbonate precipitation via meso-scale simulations. ASCE Engineering Mechanics Institute International Conference, Durham University, Durham, England, UK

  29. Coopamootoo K, Masoero E (2020) Simulations of crystal dissolution using interacting particles: Prediction of stress evolution and rates at defects and application to tricalcium silicate. J Phys Chem C 124(36):19603–19615

    Google Scholar 

  30. O’Sullivan C (2011) Particulate discrete element modelling: a geomechanics perspective. CRC Press

    Google Scholar 

  31. Assadi-Langroudi A, Jefferson I (2013) Collapsibility in calcareous clayey loess: A factor of stress-hydraulic history. Int J Geomate Geotech Constr Mater Environ 5(1):620–626

    Google Scholar 

  32. Ghadr S, Samadzadeh A, Bahadori H, O’Kelly BC, Assadi-Langroudi A (2021) Liquefaction resistance of silty sand with ground rubber additive. Int J Geomech 21(6):04021076. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002002

    Article  Google Scholar 

  33. Assadi-Langroudi A, Jefferson I (2016) The response of reworked aerosols to climate through estimation of inter-particle forces. Int J Environ Sci Technol 13(4):1159–1168

    Google Scholar 

  34. McDougall J, Kelly D, Barreto D (2013) Particle loss and volume change on dissolution: Experimental results and analysis of particle size and amount effects. Acta Geotech 8:619–662

    Google Scholar 

  35. Ghadr S, Samadzadeh A, Bahadori H, Assadi-Langroudi A (2020) Liquefaction resistance of fibre-reinforced silty sands under cyclic loading. Geotext Geomembr 48(6):812–827

    Google Scholar 

  36. Shire T, O’Sullivan C, Taylor H, Sim WW (2014) Measurement of constriction size distributions using three grain-scale methods. Proceedings of the 8th International Conference on Scour and Erosion, Oxford, UK, CRC Press

  37. Garcia FE, Bray JD (2018) Distinct element simulations of shear rupture in dilatant granular media. Int J Geomech 18(9):04018111

    Google Scholar 

  38. Garcia FE, Bray JD (2018) Distinct element simulations of earthquake fault rupture through materials of varying density. Soils Found 58(4):986–1000

    Google Scholar 

  39. Hazeghian M, Soroush A (2015) DEM simulation of reverse faulting through sands with the aid of GPU computing. Comput Geotech 66:253–263

    Google Scholar 

  40. Garcia FE, Bray JD (2019) Discrete element analysis of earthquake fault rupture-soil-foundation interaction. J Geotechn Geoenvironm Eng 145(9):04019046

    Google Scholar 

  41. Garcia FE, Bray JD (2019) Discrete-element analysis of influence of granular soil density on earthquake surface fault rupture interaction with rigid foundations. J Geotechn Geoenvironm Eng 145(11):04019093

    Google Scholar 

  42. Kawamoto R, Andò E, Viggiani G, Andrade JE (2016) Level set discrete element method for three-dimensional computations with triaxial case study. J Mech Phys Solids 91:1–13

    MathSciNet  Google Scholar 

  43. Kawamoto R, Andò E, Viggiani G, Andrade JE (2018) All you need is shape: Predicting shear banding in sand with LS-DEM. J Mech Phys Solids 111:375–392

    Google Scholar 

  44. Harmon JM, Karapiperis K, Li L, Moreland S, Andrade JE (2021) Modeling connected granular media: Particle bonding within the level set discrete element method. Computer Methods Appl Mechan Eng 373:113486

    MathSciNet  MATH  Google Scholar 

  45. Silva Dos Santos AP, Consoli NC, Baudet BA (2010) The mechanics of fibre-reinforced sand. Géotechnique 60(10):791–799

    Google Scholar 

  46. Li M, He H, Senetakis K (2017) Behavior of carbon fiber-reinforced recycled concrete aggregate. Geosynth Int 24(5):480–490

    Google Scholar 

  47. Fu R, Baudet BA, Madhusudhan BN, Coop MR (2018) A comparison of the performances of polypropylene and rubber fibers in completely decomposed granite. Geotext Geomembr 46(1):22–28

    Google Scholar 

  48. Madhusudhan BN, Baudet BA, Ferreira PMV, Sammonds P (2017) Performance of fiber reinforcement in completely decomposed granite. J Geotechn Geoenvironm Eng 143(8):1–11

    Google Scholar 

  49. Ekinci A (2019) Effect of preparation methods on strength and microstructural properties of cemented marine clay. Constr Build Mater 227:116690

    Google Scholar 

  50. Hight DW, Ellison RA, Page DP (2004) Engineering in the Lambeth Group London: Ciria

  51. Hight DW, Gasparre A, Nishimura S, Minh NA, Jardine RJ, Coop MR (2007) Characteristics of the London clay from the Terminal 5 site at Heathrow Airport. Géotechnique 57(1):3–18

    Google Scholar 

  52. Skempton AW, Petley DJ (1967) The strength along structural discontinuities in stiff clays. In Proceedings of the Geotechnical Conference Oslo, Norway: pp 29–45

  53. Marsland A (1971) The shear strength of stiff fissured clays. In Proceedings of the Roscoe Memorial Symposium Cambridge, UK: 59–68

  54. Gasparre A, Hight DW, Nishimura S, Minh NA, Jardine RJ, Coop MR (2007) The influence of structure on the behaviour of London Clay. Géotechnique 57(1):19–31

    Google Scholar 

  55. Vitone C, Cotecchia F (2011) The influence of intense fissuring on the mechanical behaviour of clays. Géotechnique 61(12):1003–1018

    Google Scholar 

  56. Fearon RE, Coop MR (2002) The influence of landsliding on the behaviour of a structurally complex clay. Q J Eng GeolHydrogeol 35(1):25–32

    Google Scholar 

  57. Fonseca J (2011) The evolution of morphology and fabric of a sand during shearing. Dissertation, Imperial College London, London, England, UK

  58. Shire T, O’Sullivan C (2016) Constriction size distributions of granular filters: A numerical study. Géotechnique 66(10):826–839

    Google Scholar 

  59. Shire T, O’Sullivan C (2017) A network model to assess base-filter combinations. Comput Geotech 84:117–128

    Google Scholar 

  60. Kenney TC, Chahal R, Chiu E, Ofoegbu GI, Omange GN, Ume CA (1985) Controlling constriction sizes of granular filters. Can Geotech J 22(1):32–43

    Google Scholar 

  61. Anselmucci F, Andó E, Sibille L, Lenoir N, Peyroux R, Arson C, Bengough AG (2019) Root-reinforced sand: Kinematic response of the soil. In Proceedings of the 7th International Symposium on Deformation Characteristics of Geomaterials, IS-Glasgow, EDP Sciences, pp 12011

  62. Kim SY, Park J, Cha W, Lee JS, Carlos Santamarina J (2021) Soil response during globally drained and undrained freeze–thaw cycles under deviatoric loading. J Geotechn Geoenvironm Eng 147(2):06020030

    Google Scholar 

  63. Fonseca J, Riaz A, Bernal-Sanchez J, Barreto D, McDougall J, Miranda-Manzanares M, Marinelli A, Dimitriadi V (2019) Particle-scale interactions and energy dissipation mechanisms in sand–rubber mixtures. Géotec Lett 9(4):263–268

    Google Scholar 

  64. Stamati O, Andò E, Roubin E, Cailletaud R, Wiebicke M, Pinzon G, Birmpilis G (2020) spam: Software for Practical Analysis of Materials. J Open Source Software 5(51):2286

    Google Scholar 

  65. Ghadr S, Bahadori H, Assadi-Langroudi A (2019) Anisotropy in sand–fibre composites and undrained stress–strain implications. Int J Geosynth Ground Eng 5(3):1–13

    Google Scholar 

  66. Mandolini A, Diambra A, Ibraim E (2019) Strength anisotropy of fibre-reinforced sands under multiaxial loading. Géotechnique 69(3):203–216

    Google Scholar 

  67. Mirzababaei M, Anggraini V, Haque A (2020) X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading. Geosynth Int 27(6):635–645

    Google Scholar 

  68. Mirzababaei M, Mohamed M, Miraftab M (2017) Analysis of strip footings on fiber-reinforced slopes with the aid of particle image velocimetry. J Mater Civ Eng 29(4):04016243

    Google Scholar 

  69. Wang Y, Hu Y, Hossain MS (2020) Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test. Can Geotech J 57(11):1719–1732

    Google Scholar 

  70. Kavazanjian E, van Paassen L (2019) Biogeotechnical mitigation of earthquake-induced soil liquefaction. NHERI Workshop, Portland, Oregon, USA

  71. Tang AM, Hughes PN, Dijkstra TA, Askarinejad A, Brenčič M, Cui YJ, Diez JJ, Firgi T, Gajewska B, Gentile F, Grossi G et al (2018) Atmosphere–vegetation–soil interactions in a climate change context; Impact of changing conditions on engineered transport infrastructure slopes in Europe. Q J Eng GeolHydrogeol 51(2):156–168

    Google Scholar 

  72. Yu Z, Eminue OO, Stirling R, Davie C, Glendinning S (2021) Desiccation cracking at field scale on a vegetated infrastructure embankment. Géotech Lett 11(1):88–95

    Google Scholar 

  73. Emadi-Tafti M, Ataie-Ashtiani B (2019) A modeling platform for landslide stability: A hydrological approach. Water 11(10):2146

    Google Scholar 

  74. Tagarelli V (2019) Analysis of the Slope-Vegetation-Atmosphere Interaction for the Design of the Mitigation Measures of Landslide Risk in Clayey Slopes. PhD Dissertation, Politecnico di Bari, Bari, Italy

  75. Cotecchia F, Tagarelli V, Pedone G, Ruggieri G, Guglielmi S, Santaloia F (2019) Analysis of climate-driven processes in clayey slopes for early warning system design. Proc Inst Civil Eng Geotechn Eng 172(6):465–480

    Google Scholar 

  76. Cotecchia F, Pedone G, Bottiglieri O, Santaloia F, Vitone C (2014) Slope-atmosphere interaction in a tectonized clayey slope: A case study. Italian Geotech J 1(14):34–61

    Google Scholar 

  77. Evans JR (1989) Photosynthesis and nitrogen relationships in leaves of C3 plants. Oecologia 78:9–19

    Google Scholar 

  78. Flexas J, Medrano H (2002) Drought-inhibition of photosynthesis in C3 plants: stomatal and non-stomatal limitations revisited. Ann Bot 89:183–189

    Google Scholar 

  79. Tagarelli V, Cotecchia F (2020) Deep movements in clayey slopes relating to climate: Modeling for early warning system design. Research for land protection and development. CNRIG 2019. Lect. Notes Civil Eng. 40

  80. Tagarelli V, Cotecchia F (2020) The effects of slope initialization on the numerical model predictions of the slope-vegetation-atmosphere interaction. Geosciences 10:85

    Google Scholar 

  81. Ghannoum O (2009) C4 photosynthesis and water stress. Ann Bot 103(4):635–644. https://doi.org/10.1093/aob/mcn093

    Article  Google Scholar 

  82. Christin PA, Osborne CP (2014) The evolutionary ecology of C4 plants. New Phytol 204(4):765–781. https://doi.org/10.1111/nph.13033

    Article  Google Scholar 

  83. Hogan CM (2011) Respiration. Encyclopaedia of Earth. In: McGinley M, Cleveland CJ (Eds). National Council for Science and the Environment. Washington

  84. Sage RF, Sage TL, Kocacinar F (2012) Photorespiration and the evolution of C4 photosynthesis. Annu Rev Plant Biol 63(1):19–47. https://doi.org/10.1146/annurev-arplant-042811-105511

    Article  Google Scholar 

  85. Tagarelli (2021) Preliminary field data of selected deep-rooted vegetation effects on the slope-vegetation-atmosphere interaction: Results from an in-situ test. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK

  86. Neris J, Jiménez C, Fuentes J, Morillas G, Tejedor M (2012) Vegetation and land-use effects on soil properties and water infiltration of Andisols in Tenerife (Canary Islands, Spain). CATENA 98:55–62

    Google Scholar 

  87. Wang C, Zhao C, Xu Z et al (2013) Effect of vegetation on soil water retention and storage in a semi-arid alpine forest catchment. J Arid Land 5:207–219. https://doi.org/10.1007/s40333-013-0151-5

    Article  Google Scholar 

  88. Leung AK, Garg A, Ng CWW (2015) Effects of plant roots on soil-water retention and induced suction in vegetated soil. Eng Geol 193:183–197. https://doi.org/10.1016/j.enggeo.2015.04.017

    Article  Google Scholar 

  89. Ivanov V, Stabnikov V (2016) Construction Biotechnology: Biogeochemistry, Microbiology and Biotechnology of Construction Materials and Processes. Springer, Berlin

    Google Scholar 

  90. Hatch H (2020) Bryce Canyon City, UT, USA. https://unsplash.com/photos/QJ0rRpumcVM Accessed 09 July 2021

  91. Leonardi S (2020) Arches National Park, Utah, USA. https://unsplash.com/photos/1UWJt8glpt8 Accessed 09 July 2021

  92. Sahatchiev H (2019) Belogradchik, Vidin, Bulgaria. https://unsplash.com/photos/iQS2BCfHc10 Accessed 09 July 2021

  93. Ivanov V (2011) Environmental Microbiology for Engineers. CRC Press

    Google Scholar 

  94. Ivanov V, Stabnikov V, Kawasaki S (2019) Ecofriendly calcium phosphate and calcium bicarbonate biogrouts. J Clean Prod 218:328–334

    Google Scholar 

  95. Berlanga M, Guerrero R (2016) Living together in biofilms: The microbial cell factory and its biotechnological implications. Microb Cell Fact 15(1):1–11

    Google Scholar 

  96. Ta HX (2016) Microbial biofilm in porous sediments: Effects on soil behaviour. PhD Dissertation, Washington State University, USA

  97. Ta HX, Muhunthan B, Ramezanian S, Abu-Lail N, Kwon TH (2017) Effects of bacterial dextran on soil geophysical properties. Environml Geotech 5(2):114–122

    Google Scholar 

  98. Fujita Y, Taylor JL, Wendt LM, Reed DW, Smith RW (2010) Evaluating the potential of native ureolytic microbes to remediate a 90Sr contaminated environment. Environ Sci Technol 44(19):7652–7658

    Google Scholar 

  99. Ghosh S, Biswas M, Chattopadhyay BD, Mandal S (2009) Microbial activity on the microstructure of bacteria modified mortar. Cement Concr Compos 31(2):93–98

    Google Scholar 

  100. Cunningham AB, Gerlach R, Spangler L, Mitchell AC (2009) Microbially enhanced geologic containment of sequestered supercritical CO2. Energy Procedia 1(1):3245–3252

    Google Scholar 

  101. Tobler DJ, Cuthbert MO, Greswell RB, Riley MS, Renshaw JC, Handley-Sidhu S, Phoenix VR (2011) Comparison of rates of ureolysis between Sporosarcina pasteurii and an indigenous groundwater community under conditions required to precipitate large volumes of calcite. Geochim Cosmochim Acta 75(11):3290–3301

    Google Scholar 

  102. Krishnan V, Khodadadi Tirkolaei H, Martin K, Hamdan N, van Paassen LA, Kavazanjian E Jr (2021) Variability in the unconfined compressive strength of EICP-treated “standard” sand. J Geotechn Geoenvironm Eng 147(4):06021001

    Google Scholar 

  103. van Paassen (2021) Centre for bio-mediated and bio-inspired geotechnics. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK

  104. Ivanov V, Stabnikov V, Stabnikova O, Kawasaki S (2019) Environmental safety and biosafety in construction biotechnology. World J Microbiol Biotechnol 35(2):26

    Google Scholar 

  105. Abbasi B, Ta HX, Muhunthan B, Ramezanian S, Abu-Lail N, Kwon TH (2018) Modeling of permeability reduction in bioclogged porous sediments. J Geotechn Geoenvironm Eng 144(4):06018016

    Google Scholar 

  106. El Mountassir G, Minto JM, van Paassen LA, Salifu E, Lunn RJ (2018) Applications of microbial processes in geotechnical engineering. Adv Appl Microbiol 104:39–91

    Google Scholar 

  107. van Paassen LA (2009) Biogrout, Ground Improvement by Microbial Induced Carbonate Precipitation. PhD dissertation, TU Delft, The Netherlands

  108. van Paassen LA, van Loosdrecht MCM, Pieron M, Mulder A, Ngan-Tillard DJM, van der Linden TJM (2010) Strength and deformation of biologically cemented sandstone, In: Vrkljan (ed), I rock engineering in difficult ground conditions – soft rocks and Karst, pp 405–410

  109. van Paassen LA, Ghose R, van der Linden TJ, van der Star WR, van Loosdrecht MC (2010) Quantifying biomediated ground improvement by ureolysis: Large-scale biogrout experiment. J Geotechn Geoenvironm Eng 136(12):1721–1728

    Google Scholar 

  110. Shahrokhi-Shahraki R, Zomorodian SMA, Niazi A, O’Kelly BC (2015) Improving sand with microbial-induced carbonate precipitation. Proc Inst Civil Eng Ground Improvement 168(3):217–230. https://doi.org/10.1680/grim.14.00001

    Article  Google Scholar 

  111. Minto JM, Hingerl FF, Benson SM, Lunn RJ (2017) X-ray CT and multiphase flow characterization of a ‘bio-grouted’ sandstone core: The effect of dissolution on seal longevity. Int J Greenhouse Gas Control 64:152–162

    Google Scholar 

  112. Burbank MB, Weaver TJ, Williams BC, Crawford RL (2012) Urease activity of ureolytic bacteria isolated from six soils in which calcite was precipitated by indigenous bacteria. Geomicrobiology 29(4):389–395

    Google Scholar 

  113. Svirčev Z, Marković SB, Stevens T, Codd GA, Smalley I, Simeunović J, Obreht I, Dulić T, Pantelić D, Hambach U (2013) Importance of biological loess crusts for loess formation in semi-arid environments. Quatern Int 296:206–215

    Google Scholar 

  114. De Jong JT, Soga KS, Kavazanjian E, Burns S, van Paassen LA, Al Quabany A, Aydilek A, Bang SS, Burbank M, Caslake LF, Chen CY, Cheng X, Chu J, Ciurli S, Esnault-Filet A, Fauriel S, Hamdan N, Hata T, Inagaki Y, Jefferis S, Kuo M, Laloui L, Larrahondo J, Manning DAC, Martinez B, Montoya BM, Nelson DC, Palomino A, Renforth P, Santamarina JC, Seagren EA, Tanyu B, Tsesarsky M, Weaver T (2013) Biogeochemical processes and geotechnical applications: Progress, opportunities and challenges. Géotechnique 63(4):287–301

    Google Scholar 

  115. Amin M, Zomorodian SMA, O’Kelly BC (2017) Reducing the hydraulic erosion of sand using microbial-induced carbonate precipitation. Proc Inst Civil Eng Ground Improvement 170(2):112–122. https://doi.org/10.1680/jgrim.16.00028

    Article  Google Scholar 

  116. Zomorodian SMA, Ghaffari H, O’Kelly BC (2019) Stabilisation of crustal sand layer using biocementation technique for wind erosion control. Aeol Res 40:34–41. https://doi.org/10.1016/j.aeolia.2019.06.001

    Article  Google Scholar 

  117. Haouzi FZ, Courcelles B (2018) Major applications of MICP sand treatment at multi-scale levels: A review. In Proceedings of GeoEdmonton 2018: The 71st Canadian Geotechnical Conference and The 13th Joint CGS/IAH-CNC Groundwater Conference

  118. Esnault-Filet A, Mosser JF, Monleau S, Sapin L, Gutjahr I (2015) Prix de l'Innovation Solscope: Biocalcis. Public technical report: https://www.solscope.fr/medias/MEMOIRE-TECHNIQUE-Biocalcis-Version-publique-.pdf

  119. Guyet A, Dade-Robertson M, Wipat A, Casement J, Smith W, Mitrani H, Zhang M (2018) Mild hydrostatic pressure triggers oxidative responses in Escherichia coli. PloS One, 13(7), pe0200660

  120. Arnardottir TH, Dade-Robertson M, Mitrani H, Zhang M, Christgen B (2021), Turbulent casting: Bacterial expression in mineralized structures. In ACADIA association for computer aided design in architecture

  121. Handley-Sidhu S, Sham E, Cuthbert MO, Nougarol S, Mantle M, Johns ML, Macaskie LE, Renshaw JC (2013) Kinetics of urease mediated calcite precipitation and permeability reduction of porous media evidenced by magnetic resonance imaging. Int J Environ Sci Technol 10(5):881–890

    Google Scholar 

  122. Kavazanjian E, Hamdan N (2015) Enzyme induced carbonate precipitation (EICP) columns for ground improvement. In IFCEE 2015:2252–2261

    Google Scholar 

  123. Martin KK, Khodadadi TH, Kavazanjian E Jr (2020) Enzyme-induced carbonate precipitation: Scale-up of bio-cemented soil columns. Geo-Congress 2020: Biogeotechnics, Reston. ASCE, VA, pp 96–103

    Google Scholar 

  124. Wang L, van Paassen L, Gao Y, He J, Gao Y, Kim D (2020) Laboratory tests on mitigation of soil liquefaction using microbial induced desaturation and precipitation. Geotech Test J 44(2):520–534

    Google Scholar 

  125. O’Donnell ST, Rittmann BE, Kavazanjian E Jr (2017) MIDP: Liquefaction mitigation via microbial denitrification as a two-stage process I: Desaturation. J Geotechn Geoenvironm Eng 143(12):04017094

    Google Scholar 

  126. Khosravifar A, Moug D (2019) Liquefaction mitigation in silts using microbially induced desaturation. Portland State University

  127. Tan L, Reeksting B, Ferrandiz-Mas V, Heath A, Gebhard S, Paine K (2020) Effect of carbonation on bacteria-based self-healing of cementitious composites. Constr Build Mater 257:119501

    Google Scholar 

  128. Litina C, Al-Tabbaa A (2020) First generation microcapsule-based self-healing cementitious construction repair materials. Constr Build Mate 255:119389

    Google Scholar 

  129. Botusharova S, Gardner D, Harbottle M (2020) Augmenting microbially induced carbonate precipitation of soil with the capability to self-heal. J Geotechn Geoenvironm Eng 146(4):04020010

    Google Scholar 

  130. Chen C, Wu L, Harbottle M (2020) Exploring the effect of biopolymers in near-surface soils using xanthan gum–modified sand under shear. Can Geotech J 57(8):1109–1118

    Google Scholar 

  131. Chang I, Lee M, Tran ATP, Lee S, Kwon YM, Im J, Cho GC (2020) Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices. Transport Geotech 24:100385

    Google Scholar 

  132. Khatami HR, O’Kelly BC (2013) Improving mechanical properties of sand using biopolymers. J Geotechn Geoenvironm Eng 139(8):1402–1406. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000861

    Article  Google Scholar 

  133. Ni J, Li SS, Ma L, Geng XY (2020) Performance of soils enhanced with eco-friendly biopolymers in unconfined compression strength tests and fatigue loading tests. Constr Build Mater 263:120039

    Google Scholar 

  134. Chang I, Im J, Cho GC (2016) Geotechnical engineering behaviors of gellan gum biopolymer treated sand. Can Geotech J 53(10):1658–1670

    Google Scholar 

  135. Khatami HR, O’Kelly BC (2018) Prevention of bleeding of particulate grouts using biopolymers. Constr Build Mater 192:202–209. https://doi.org/10.1016/j.conbuildmat.2018.10.131

    Article  Google Scholar 

  136. Geng X (2021) Eco-friendly ground improvement techniques for transport infrastructure earthwork. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK

  137. Tarantino A, El Mountassir G, Wheeler S, Gallipoli D, Russo G, Augarde C, Urciuoli G, Pirone M, Stokes A, van de Kuilen JW, Gard W (2020) TERRE project: Interplay between unsaturated soil mechanics and low-carbon geotechnical engineering

  138. Salifu E, El Mountassir G (2020) Fungal-induced water repellency in sand. Géotechnique 71(7):608–615

    Google Scholar 

  139. Fraccica A, Romero Morales EE, Fourcaud T (2019) Multi-scale effects on the hydraulic behaviour of a root-permeated and compacted soil. IS-Glasgow 2019–7th International Symposium on Deformation Characteristics of Geomaterials, EDP Sciences, pp 1–5

  140. Salifu E, El Mountassir G, Minto JM, Tarantino A (2021) Hydraulic behaviour of fungal treated sand. Geomechan Energy Environm. https://doi.org/10.1016/j.gete.2021.100258

    Article  Google Scholar 

  141. Milodowski AE, Northmore KJ, Kemp SJ et al (2015) The mineralogy and fabric of ‘Brickearths’ in Kent, UK and their relationship to engineering behaviour. Bull Eng Geol Environ 74:1187–1211. https://doi.org/10.1007/s10064-014-0694-5

    Article  Google Scholar 

  142. Jamsawang P, Suansomjeen T, Sukontasukkul P, Jongpradist P, Bergado DT (2018) Comparative flexural performance of compacted cement-fiber-sand. Geotext Geomembr 46(4):414–425. https://doi.org/10.1016/jgeotexmem201803008

    Article  Google Scholar 

  143. Tang C, Shi B, Gao W, Chen F, Cai Y (2007) Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotext Geomembr 25(3):194–202. https://doi.org/10.1016/jgeotexmem200611002

    Article  Google Scholar 

  144. Botero E, Ossa A, Sherwell G, Ovando-Shelley E (2015) Stress-strain behavior of a silty soil reinforced with polyethylene terephthalate (PET). Geotext Geomembr 43(4):363–369. https://doi.org/10.1016/jgeotexmem201504003

    Article  Google Scholar 

  145. Yi XW, Ma GW, Fourie A (2015) Compressive behaviour of fibre-reinforced cemented paste backfill. Geotext Geomembr 43(3):207–215. https://doi.org/10.1016/jgeotexmem201503003

    Article  Google Scholar 

  146. Özkul ZH, Baykal G (2007) Shear behavior of compacted rubber fiber-clay composite in drained and undrained loading. J Geotech Geoenvironm Eng 133(7):767–781. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:7(767)

    Article  Google Scholar 

  147. Mirzababaei M, Arulrajah A, Horpibulsuk S, Aldava M (2017) Shear strength of a fibre-reinforced clay at large shear displacement when subjected to different stress histories. Geotext Geomembr 45(5):422–429

    Google Scholar 

  148. Tang CS, Li J, Wang DY, Shi B (2016) Investigation on the interfacial mechanical behavior of wave-shaped fiber reinforced soil by pullout test. Geotext Geomembr 44(6):872–883. https://doi.org/10.1016/jgeotexmem201605001

    Article  Google Scholar 

  149. Ayeldeen M, Kitazume M (2017) Using fiber and liquid polymer to improve the behaviour of cement-stabilized soft clay. Geotext Geomembr 45(6):592–602. https://doi.org/10.1016/jgeotexmem201705005

    Article  Google Scholar 

  150. Li Y, Mai YW, Ye L (2005) Effects of fibre surface treatment on fracture-mechanical properties of sisal-fibre composites. Compos Interfaces 12(1–2):141–163. https://doi.org/10.1163/1568554053542151

    Article  Google Scholar 

  151. Li C, Zornberg JG (2019) Shear strength behavior of soils reinforced with weak fibers. J Geotech Geoenvironm Eng 145(9):2–8. https://doi.org/10.1061/(ASCE)GT1943-56060002109

    Article  Google Scholar 

  152. Li C, Zornberg JG (2013) Mobilization of reinforcement forces in fiber-reinforced soil. J Geotech Geoenvironm Eng 139(1):107–115. https://doi.org/10.1061/(ASCE)GT1943-56060000745

    Article  Google Scholar 

  153. Ekinci A, Ferreira PMV (2012) The undrained mechanical behaviour of a fibre-reinforced heavily over-consolidated clay. ISSMGE - TC 211 International Symposium on Ground Improvement, Brussels, Belgium

  154. Wang YX, Guo PP, Ren WX, Yuan BX, Yuan HP, Zhao YL, Shan SB, Cao P (2017) Laboratory investigation on strength characteristics of expansive soil treated with jute fiber reinforcement. Int J Geomech 17(11):04017101

    Google Scholar 

  155. Mirzababaei M, Arulrajah A, Horpibulsuk S, Soltani A, Khayat N (2018) Stabilization of soft clay using short fibers and poly vinyl alcohol. Geotext Geomembr 46(5):646–655

    Google Scholar 

  156. Mirzababaei M, Miraftab M, Mohamed M, McMahon P (2013) Unconfined compression strength of reinforced clays with carpet waste fibers. J Geotech Geoenvironm Eng 139(3):483–493

    Google Scholar 

  157. Assadi-Langroudi A, Ghadr S, Theron E, Oderinde SA, Katsipatakis EM (2019) Lime cake as an alternative stabiliser for loose clayey loams. Int J Geosyn Ground Eng 5(3):1–13

    Google Scholar 

  158. Mirzababaei M (2021), Advances in soil fibre reinforcement. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK.

  159. Assadi-Langroudi A (2021) On mechanics of porous granular matters. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK.

  160. Pye K (1987) Eolian Dust and Dust Deposits. Academic Press, London

    Google Scholar 

  161. Krinsley DH, Doornkamp JC (1973) Atlas of Quartz Sand Surface Textures. Syndics of the Cambridge University Press, London

    Google Scholar 

  162. Ghadr S, Assadi-Langroudi A, Hung C, O’Kelly BC, Bahadori H, Ghodsi T (2020) Stabilization of sand with colloidal nano-silica hydrosols. Appl Sci 10(15):5192. https://doi.org/10.3390/app10155192

    Article  Google Scholar 

  163. Ghadr S, Assadi-Langroudi A, Hung C (2020) Stabilisation of peat with colloidal nanosilica. Mires and Peat: 26(Art 9)

  164. Kua TA, Arulrajah A, Mohammadinia A, Horpibulsuk S, Mirzababaei M (2017) Stiffness and deformation properties of spent coffee grounds based geopolymers. Constr Build Mater 138:79–87

    Google Scholar 

  165. Arulrajah A, Yaghoubi M, Disfani MM, Horpibulsuk S, Bo MW, Leong M (2018) Evaluation of fly ash-and slag-based geopolymers for the improvement of a soft marine clay by deep soil mixing. Soils Found 58(6):1358–1370

    Google Scholar 

  166. Horpibulsuk S, Phetchuay C, Chinkulkijniwat A (2012) Soil stabilization by calcium carbide residue and fly ash. J Mater Civ Eng 24(2):184–193

    Google Scholar 

  167. Hoy M, Horpibulsuk S, Arulrajah A (2016) Strength development of recycled asphalt pavement–fly ash geopolymer as a road construction material. Constr Build Mater 117:209–219

    Google Scholar 

  168. Shekhawat P, Sharma G, Singh RM (2020) Potential application of heat cured eggshell powder and fyash-based geopolymer in pavement construction. Int J Geosynth Ground Eng 6(2):1–17

    Google Scholar 

  169. Dade-Robertson M, Mitrani H, Rodriguez-Corral J, Zhang M, Hernan L, Guyet A, Wipat A (2018) Design and modelling of an engineered bacteria-based pressure-sensitive soil. Bioinspir Biomim 13(4):046004

    Google Scholar 

  170. Rodriguez Corral J, Mitrani H, Dade-Robertson M, Zhang M, Maiello P (2020) Agarose gel as a soil analogue for development of advanced bio-mediated soil improvement methods. Can Geotech J 57(12):2010–2019

    Google Scholar 

  171. Dade-Robertson M, Corral JR, Mitrani H, Zhang M, Wipat A, Ramírez-Figueroa C, Hernan L (2016) Thinking Soils: a synthetic biology approach to material-based design computation ACADIA

  172. Hodaei M, Maghoul P, Popplewell N (2020) An overview of the acoustic studies of bone-like porous materials, and the effect of transverse acoustic waves. Int J Eng Sci 147:103189

    MathSciNet  MATH  Google Scholar 

  173. Liu H, Maghoul P, Shalaby A (2020) Laboratory-scale characterization of saturated soil samples through ultrasonic techniques. Nat Sci Rep 10:3216

    Google Scholar 

  174. Liu H, Maghoul P, Shalaby A (2021) A poro-elastodynamic forward solver for dispersion analysis of saturated multilayer systems. In Barla M, Di Donna A, Sterpi D (Eds). Challenges and Innovations in Geomechanics. IACMAG 2021. Lecture Notes in Civil Engineering. 126:637–644

Download references

Acknowledgements

This contribution partly reports the outcomes of the first NiSE Workshop (NiSE1) that took place online from London, UK, 11–12th February 2021. The workshop organisers thank Prof Catherine O’Sullivan and Prof Hassan Abdalla for opening the sessions. They also thank Prof Volodymyr Ivanov, Dr Victor Stabnikov, Dr Gil H. Ochoa-González, Dr José Manuel Ramírez León, Prof Liz Varga, Prof Darryl Newport, Dr Bamdad Ayati, Dr Bilal Kaddouh, Dr Mehran Eskandari Torbaghan, Dr Munsamy Logan, Dr Sohrab Donyavi, Dr Aryan Hojjati, and Dr Ching Hung for their contributions to the workshop.

Funding

This paper is made available through contributions of authors to the NiSE1 Workshop, which was helped through financial assistance of the National Research Foundation, Department of Science and Technology South Africa, and The Royal Society UK, through the Newton Fund DST-NRF NFPF170627245562 grant.

Author information

Authors and Affiliations

Authors

Contributions

AAL steered the discussions amongst the team and wrote up the paper. BCO edited the paper and co-steered discussions amongst the team. DB, FETG, AE, and MH provided inputs on analytical methods. IJ and AAL developed the conceptual framework. HD led, wrote and edited the philosophical backgrounds of NiSE. SG, MM and XG fed in, and contributed to, discussions on nature-inspired materials and laboratory-scale methods. FC and VT led the field-scale methods. LvP, HM, BM, and GEM led on, and fed into the bio-mediated methods. PM contributed to multiple sections and offered a second round of editing. EM led on mesoscale advanced models. All the authors reviewed the paper and supported AAL in getting the work to the presented state.

Corresponding author

Correspondence to Arya Assadi-Langroudi.

Ethics declarations

Conflict of Interest

None.

Ethics Approval

Not applicable.

Consent to Participate

The co-authors agree to participate in publication of this paper.

Consent for Publication

The co-authors agree to participate in publication of this paper.

Additional information

Publisher's Note

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

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Assadi-Langroudi, A., O’Kelly, B.C., Barreto, D. et al. Recent Advances in Nature-Inspired Solutions for Ground Engineering (NiSE). Int. J. of Geosynth. and Ground Eng. 8, 3 (2022). https://doi.org/10.1007/s40891-021-00349-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s40891-021-00349-9

Keywords

Navigation