Skip to main content
Erschienen in: International Journal of Geosynthetics and Ground Engineering 1/2022

01.02.2022 | State of the Art/Practice Paper

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

verfasst von: Arya Assadi-Langroudi, Brendan C. O’Kelly, Daniel Barreto, Federica Cotecchia, Henry Dicks, Abdullah Ekinci, Fernando E. Garcia, Michael Harbottle, Vito Tagarelli, Ian Jefferson, Pooneh Maghoul, Enrico Masoero, Gráinne El Mountassir, Balasingam Muhunthan, Xueyu Geng, Soheil Ghadr, Mehdi Mirzababaei, Helen Mitrani, Leon van Paassen

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 1/2022

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

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.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat 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 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
2.
Zurück zum Zitat 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 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.
Zurück zum Zitat ISO 18458 (2015) Biomimetics – Terminology, concepts and methodology. International Organization for Standards, Geneva, Switzerland ISO 18458 (2015) Biomimetics – Terminology, concepts and methodology. International Organization for Standards, Geneva, Switzerland
4.
Zurück zum Zitat Vincent JFV (2009) Biomimetics—A review. Proc Inst Mech Eng [H] 223(8):919–939 Vincent JFV (2009) Biomimetics—A review. Proc Inst Mech Eng [H] 223(8):919–939
5.
Zurück zum Zitat 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 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
6.
Zurück zum Zitat Aristotle (2008) Aristotle Physics. In: Bostock D (ed) Waterfield R (Translator). OUP, Oxford, pp 38–41 Aristotle (2008) Aristotle Physics. In: Bostock D (ed) Waterfield R (Translator). OUP, Oxford, pp 38–41
7.
Zurück zum Zitat 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 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
8.
Zurück zum Zitat 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 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.
Zurück zum Zitat Ebrahimi D, Pellenq RJM, Whittle AJ (2016) Mesoscale simulation of clay aggregate formation and mechanical properties. Granular Matter 18(3):1–8 Ebrahimi D, Pellenq RJM, Whittle AJ (2016) Mesoscale simulation of clay aggregate formation and mechanical properties. Granular Matter 18(3):1–8
10.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
12.
Zurück zum Zitat 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 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
13.
Zurück zum Zitat 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 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
14.
Zurück zum Zitat 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 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
16.
Zurück zum Zitat 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) 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.
Zurück zum Zitat Safavizadeh S, Montoya BM, Gabr MA (2019) Microbial induced calcium carbonate precipitation in coal ash. Géotechnique 69(8):727–740 Safavizadeh S, Montoya BM, Gabr MA (2019) Microbial induced calcium carbonate precipitation in coal ash. Géotechnique 69(8):727–740
18.
Zurück zum Zitat 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 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
19.
Zurück zum Zitat 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 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
20.
Zurück zum Zitat 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 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
22.
Zurück zum Zitat Duque Redondo E (2018) Atomistic simulations of confined species in 2D nanostructures: clays and CSH gel. PhD Dissertation, University of the Basque Country, Spain 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.
Zurück zum Zitat 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 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
24.
Zurück zum Zitat 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 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
25.
Zurück zum Zitat Assadi-Langroudi A (2014) Micromechanics of Collapse in Loess. PhD Dissertation, University of the Birmingham, England, UK Assadi-Langroudi A (2014) Micromechanics of Collapse in Loess. PhD Dissertation, University of the Birmingham, England, UK
26.
Zurück zum Zitat Bauchy M, Masoero E, Ulm FJ, Pellenq R (2015) Creep of bulk CSH: insights from molecular dynamics simulations. Concreep 10:511–516 Bauchy M, Masoero E, Ulm FJ, Pellenq R (2015) Creep of bulk CSH: insights from molecular dynamics simulations. Concreep 10:511–516
27.
Zurück zum Zitat 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 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
28.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
30.
Zurück zum Zitat O’Sullivan C (2011) Particulate discrete element modelling: a geomechanics perspective. CRC Press O’Sullivan C (2011) Particulate discrete element modelling: a geomechanics perspective. CRC Press
31.
Zurück zum Zitat 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 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
33.
Zurück zum Zitat 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 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
34.
Zurück zum Zitat 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 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
35.
Zurück zum Zitat 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 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
36.
Zurück zum Zitat 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 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.
Zurück zum Zitat Garcia FE, Bray JD (2018) Distinct element simulations of shear rupture in dilatant granular media. Int J Geomech 18(9):04018111 Garcia FE, Bray JD (2018) Distinct element simulations of shear rupture in dilatant granular media. Int J Geomech 18(9):04018111
38.
Zurück zum Zitat Garcia FE, Bray JD (2018) Distinct element simulations of earthquake fault rupture through materials of varying density. Soils Found 58(4):986–1000 Garcia FE, Bray JD (2018) Distinct element simulations of earthquake fault rupture through materials of varying density. Soils Found 58(4):986–1000
39.
Zurück zum Zitat Hazeghian M, Soroush A (2015) DEM simulation of reverse faulting through sands with the aid of GPU computing. Comput Geotech 66:253–263 Hazeghian M, Soroush A (2015) DEM simulation of reverse faulting through sands with the aid of GPU computing. Comput Geotech 66:253–263
40.
Zurück zum Zitat Garcia FE, Bray JD (2019) Discrete element analysis of earthquake fault rupture-soil-foundation interaction. J Geotechn Geoenvironm Eng 145(9):04019046 Garcia FE, Bray JD (2019) Discrete element analysis of earthquake fault rupture-soil-foundation interaction. J Geotechn Geoenvironm Eng 145(9):04019046
41.
Zurück zum Zitat 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 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
42.
Zurück zum Zitat 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 91:1–13MathSciNet 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 91:1–13MathSciNet
43.
Zurück zum Zitat 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 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
44.
Zurück zum Zitat 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 373:113486MathSciNetMATH 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 373:113486MathSciNetMATH
45.
Zurück zum Zitat Silva Dos Santos AP, Consoli NC, Baudet BA (2010) The mechanics of fibre-reinforced sand. Géotechnique 60(10):791–799 Silva Dos Santos AP, Consoli NC, Baudet BA (2010) The mechanics of fibre-reinforced sand. Géotechnique 60(10):791–799
46.
Zurück zum Zitat Li M, He H, Senetakis K (2017) Behavior of carbon fiber-reinforced recycled concrete aggregate. Geosynth Int 24(5):480–490 Li M, He H, Senetakis K (2017) Behavior of carbon fiber-reinforced recycled concrete aggregate. Geosynth Int 24(5):480–490
47.
Zurück zum Zitat 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 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
48.
Zurück zum Zitat 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 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
49.
Zurück zum Zitat Ekinci A (2019) Effect of preparation methods on strength and microstructural properties of cemented marine clay. Constr Build Mater 227:116690 Ekinci A (2019) Effect of preparation methods on strength and microstructural properties of cemented marine clay. Constr Build Mater 227:116690
50.
Zurück zum Zitat Hight DW, Ellison RA, Page DP (2004) Engineering in the Lambeth Group London: Ciria Hight DW, Ellison RA, Page DP (2004) Engineering in the Lambeth Group London: Ciria
51.
Zurück zum Zitat 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 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
52.
Zurück zum Zitat Skempton AW, Petley DJ (1967) The strength along structural discontinuities in stiff clays. In Proceedings of the Geotechnical Conference Oslo, Norway: pp 29–45 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.
Zurück zum Zitat Marsland A (1971) The shear strength of stiff fissured clays. In Proceedings of the Roscoe Memorial Symposium Cambridge, UK: 59–68 Marsland A (1971) The shear strength of stiff fissured clays. In Proceedings of the Roscoe Memorial Symposium Cambridge, UK: 59–68
54.
Zurück zum Zitat 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 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
55.
Zurück zum Zitat Vitone C, Cotecchia F (2011) The influence of intense fissuring on the mechanical behaviour of clays. Géotechnique 61(12):1003–1018 Vitone C, Cotecchia F (2011) The influence of intense fissuring on the mechanical behaviour of clays. Géotechnique 61(12):1003–1018
56.
Zurück zum Zitat 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 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
57.
Zurück zum Zitat Fonseca J (2011) The evolution of morphology and fabric of a sand during shearing. Dissertation, Imperial College London, London, England, UK Fonseca J (2011) The evolution of morphology and fabric of a sand during shearing. Dissertation, Imperial College London, London, England, UK
58.
Zurück zum Zitat Shire T, O’Sullivan C (2016) Constriction size distributions of granular filters: A numerical study. Géotechnique 66(10):826–839 Shire T, O’Sullivan C (2016) Constriction size distributions of granular filters: A numerical study. Géotechnique 66(10):826–839
59.
Zurück zum Zitat Shire T, O’Sullivan C (2017) A network model to assess base-filter combinations. Comput Geotech 84:117–128 Shire T, O’Sullivan C (2017) A network model to assess base-filter combinations. Comput Geotech 84:117–128
60.
Zurück zum Zitat 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 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
61.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
63.
Zurück zum Zitat 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 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
64.
Zurück zum Zitat 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 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
65.
Zurück zum Zitat 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 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
66.
Zurück zum Zitat Mandolini A, Diambra A, Ibraim E (2019) Strength anisotropy of fibre-reinforced sands under multiaxial loading. Géotechnique 69(3):203–216 Mandolini A, Diambra A, Ibraim E (2019) Strength anisotropy of fibre-reinforced sands under multiaxial loading. Géotechnique 69(3):203–216
67.
Zurück zum Zitat 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 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
68.
Zurück zum Zitat 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 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
69.
Zurück zum Zitat 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 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
70.
Zurück zum Zitat Kavazanjian E, van Paassen L (2019) Biogeotechnical mitigation of earthquake-induced soil liquefaction. NHERI Workshop, Portland, Oregon, USA Kavazanjian E, van Paassen L (2019) Biogeotechnical mitigation of earthquake-induced soil liquefaction. NHERI Workshop, Portland, Oregon, USA
71.
Zurück zum Zitat 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 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
72.
Zurück zum Zitat 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 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
73.
Zurück zum Zitat Emadi-Tafti M, Ataie-Ashtiani B (2019) A modeling platform for landslide stability: A hydrological approach. Water 11(10):2146 Emadi-Tafti M, Ataie-Ashtiani B (2019) A modeling platform for landslide stability: A hydrological approach. Water 11(10):2146
74.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
76.
Zurück zum Zitat 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 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
77.
Zurück zum Zitat Evans JR (1989) Photosynthesis and nitrogen relationships in leaves of C3 plants. Oecologia 78:9–19 Evans JR (1989) Photosynthesis and nitrogen relationships in leaves of C3 plants. Oecologia 78:9–19
78.
Zurück zum Zitat Flexas J, Medrano H (2002) Drought-inhibition of photosynthesis in C3 plants: stomatal and non-stomatal limitations revisited. Ann Bot 89:183–189 Flexas J, Medrano H (2002) Drought-inhibition of photosynthesis in C3 plants: stomatal and non-stomatal limitations revisited. Ann Bot 89:183–189
79.
Zurück zum Zitat 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 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.
Zurück zum Zitat Tagarelli V, Cotecchia F (2020) The effects of slope initialization on the numerical model predictions of the slope-vegetation-atmosphere interaction. Geosciences 10:85 Tagarelli V, Cotecchia F (2020) The effects of slope initialization on the numerical model predictions of the slope-vegetation-atmosphere interaction. Geosciences 10:85
83.
Zurück zum Zitat Hogan CM (2011) Respiration. Encyclopaedia of Earth. In: McGinley M, Cleveland CJ (Eds). National Council for Science and the Environment. Washington Hogan CM (2011) Respiration. Encyclopaedia of Earth. In: McGinley M, Cleveland CJ (Eds). National Council for Science and the Environment. Washington
85.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
89.
Zurück zum Zitat Ivanov V, Stabnikov V (2016) Construction Biotechnology: Biogeochemistry, Microbiology and Biotechnology of Construction Materials and Processes. Springer, Berlin Ivanov V, Stabnikov V (2016) Construction Biotechnology: Biogeochemistry, Microbiology and Biotechnology of Construction Materials and Processes. Springer, Berlin
93.
Zurück zum Zitat Ivanov V (2011) Environmental Microbiology for Engineers. CRC Press Ivanov V (2011) Environmental Microbiology for Engineers. CRC Press
94.
Zurück zum Zitat Ivanov V, Stabnikov V, Kawasaki S (2019) Ecofriendly calcium phosphate and calcium bicarbonate biogrouts. J Clean Prod 218:328–334 Ivanov V, Stabnikov V, Kawasaki S (2019) Ecofriendly calcium phosphate and calcium bicarbonate biogrouts. J Clean Prod 218:328–334
95.
Zurück zum Zitat Berlanga M, Guerrero R (2016) Living together in biofilms: The microbial cell factory and its biotechnological implications. Microb Cell Fact 15(1):1–11 Berlanga M, Guerrero R (2016) Living together in biofilms: The microbial cell factory and its biotechnological implications. Microb Cell Fact 15(1):1–11
96.
Zurück zum Zitat Ta HX (2016) Microbial biofilm in porous sediments: Effects on soil behaviour. PhD Dissertation, Washington State University, USA Ta HX (2016) Microbial biofilm in porous sediments: Effects on soil behaviour. PhD Dissertation, Washington State University, USA
97.
Zurück zum Zitat 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 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
98.
Zurück zum Zitat 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 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
99.
Zurück zum Zitat 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 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
100.
Zurück zum Zitat Cunningham AB, Gerlach R, Spangler L, Mitchell AC (2009) Microbially enhanced geologic containment of sequestered supercritical CO2. Energy Procedia 1(1):3245–3252 Cunningham AB, Gerlach R, Spangler L, Mitchell AC (2009) Microbially enhanced geologic containment of sequestered supercritical CO2. Energy Procedia 1(1):3245–3252
101.
Zurück zum Zitat 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 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
102.
Zurück zum Zitat 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 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
103.
Zurück zum Zitat 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 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.
Zurück zum Zitat Ivanov V, Stabnikov V, Stabnikova O, Kawasaki S (2019) Environmental safety and biosafety in construction biotechnology. World J Microbiol Biotechnol 35(2):26 Ivanov V, Stabnikov V, Stabnikova O, Kawasaki S (2019) Environmental safety and biosafety in construction biotechnology. World J Microbiol Biotechnol 35(2):26
105.
Zurück zum Zitat 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 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
106.
Zurück zum Zitat 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 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
107.
Zurück zum Zitat van Paassen LA (2009) Biogrout, Ground Improvement by Microbial Induced Carbonate Precipitation. PhD dissertation, TU Delft, The Netherlands van Paassen LA (2009) Biogrout, Ground Improvement by Microbial Induced Carbonate Precipitation. PhD dissertation, TU Delft, The Netherlands
108.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
111.
Zurück zum Zitat 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 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
112.
Zurück zum Zitat 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 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
113.
Zurück zum Zitat 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 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
114.
Zurück zum Zitat 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 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
117.
Zurück zum Zitat 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 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
119.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
122.
Zurück zum Zitat Kavazanjian E, Hamdan N (2015) Enzyme induced carbonate precipitation (EICP) columns for ground improvement. In IFCEE 2015:2252–2261 Kavazanjian E, Hamdan N (2015) Enzyme induced carbonate precipitation (EICP) columns for ground improvement. In IFCEE 2015:2252–2261
123.
Zurück zum Zitat 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 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
124.
Zurück zum Zitat 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 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
125.
Zurück zum Zitat 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 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
126.
Zurück zum Zitat Khosravifar A, Moug D (2019) Liquefaction mitigation in silts using microbially induced desaturation. Portland State University Khosravifar A, Moug D (2019) Liquefaction mitigation in silts using microbially induced desaturation. Portland State University
127.
Zurück zum Zitat 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 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
128.
Zurück zum Zitat Litina C, Al-Tabbaa A (2020) First generation microcapsule-based self-healing cementitious construction repair materials. Constr Build Mate 255:119389 Litina C, Al-Tabbaa A (2020) First generation microcapsule-based self-healing cementitious construction repair materials. Constr Build Mate 255:119389
129.
Zurück zum Zitat 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 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
130.
Zurück zum Zitat 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 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
131.
Zurück zum Zitat 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 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
133.
Zurück zum Zitat 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 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
134.
Zurück zum Zitat Chang I, Im J, Cho GC (2016) Geotechnical engineering behaviors of gellan gum biopolymer treated sand. Can Geotech J 53(10):1658–1670 Chang I, Im J, Cho GC (2016) Geotechnical engineering behaviors of gellan gum biopolymer treated sand. Can Geotech J 53(10):1658–1670
136.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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.
Zurück zum Zitat Salifu E, El Mountassir G (2020) Fungal-induced water repellency in sand. Géotechnique 71(7):608–615 Salifu E, El Mountassir G (2020) Fungal-induced water repellency in sand. Géotechnique 71(7):608–615
139.
Zurück zum Zitat 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 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
147.
Zurück zum Zitat 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 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
153.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 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
155.
Zurück zum Zitat 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 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
156.
Zurück zum Zitat 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 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
157.
Zurück zum Zitat 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 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
158.
Zurück zum Zitat Mirzababaei M (2021), Advances in soil fibre reinforcement. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK. Mirzababaei M (2021), Advances in soil fibre reinforcement. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK.
159.
Zurück zum Zitat Assadi-Langroudi A (2021) On mechanics of porous granular matters. In First NiSE Workshop (NiSE1), 11–12 February, University of East London, London, UK. 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.
Zurück zum Zitat Pye K (1987) Eolian Dust and Dust Deposits. Academic Press, London Pye K (1987) Eolian Dust and Dust Deposits. Academic Press, London
161.
Zurück zum Zitat Krinsley DH, Doornkamp JC (1973) Atlas of Quartz Sand Surface Textures. Syndics of the Cambridge University Press, London Krinsley DH, Doornkamp JC (1973) Atlas of Quartz Sand Surface Textures. Syndics of the Cambridge University Press, London
163.
Zurück zum Zitat Ghadr S, Assadi-Langroudi A, Hung C (2020) Stabilisation of peat with colloidal nanosilica. Mires and Peat: 26(Art 9) Ghadr S, Assadi-Langroudi A, Hung C (2020) Stabilisation of peat with colloidal nanosilica. Mires and Peat: 26(Art 9)
164.
Zurück zum Zitat 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 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
165.
Zurück zum Zitat 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 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
166.
Zurück zum Zitat Horpibulsuk S, Phetchuay C, Chinkulkijniwat A (2012) Soil stabilization by calcium carbide residue and fly ash. J Mater Civ Eng 24(2):184–193 Horpibulsuk S, Phetchuay C, Chinkulkijniwat A (2012) Soil stabilization by calcium carbide residue and fly ash. J Mater Civ Eng 24(2):184–193
167.
Zurück zum Zitat 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 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
168.
Zurück zum Zitat 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 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
169.
Zurück zum Zitat 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 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
170.
Zurück zum Zitat 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 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
171.
Zurück zum Zitat 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 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.
Zurück zum Zitat 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 147:103189MathSciNetMATH 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 147:103189MathSciNetMATH
173.
Zurück zum Zitat Liu H, Maghoul P, Shalaby A (2020) Laboratory-scale characterization of saturated soil samples through ultrasonic techniques. Nat Sci Rep 10:3216 Liu H, Maghoul P, Shalaby A (2020) Laboratory-scale characterization of saturated soil samples through ultrasonic techniques. Nat Sci Rep 10:3216
174.
Zurück zum Zitat 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 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
Metadaten
Titel
Recent Advances in Nature-Inspired Solutions for Ground Engineering (NiSE)
verfasst von
Arya Assadi-Langroudi
Brendan C. O’Kelly
Daniel Barreto
Federica Cotecchia
Henry Dicks
Abdullah Ekinci
Fernando E. Garcia
Michael Harbottle
Vito Tagarelli
Ian Jefferson
Pooneh Maghoul
Enrico Masoero
Gráinne El Mountassir
Balasingam Muhunthan
Xueyu Geng
Soheil Ghadr
Mehdi Mirzababaei
Helen Mitrani
Leon van Paassen
Publikationsdatum
01.02.2022
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 1/2022
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-021-00349-9

Weitere Artikel der Ausgabe 1/2022

International Journal of Geosynthetics and Ground Engineering 1/2022 Zur Ausgabe