Assessment of the adhesion potential of kaolinite and montmorillonite using a pull-out test device

Atkinson JH, Fookes PG, Miglio BF, Pettifer JS (2003) Destructuring and disaggregation of Mercia mudstone during full-face tunneling. Q J Eng Geol Hydrogeol 36:293–303 Azadegan B, Massah J (2012) Effect of temperature on adhesion of clay soil to steel. Cercetări Agronomicin Moldova 45:21–27 Bhushan B (2003) Adhesion and stiction: mechanisms, measurement techniques, and methods for reduction. J Vac Sci Technol B 21:2262 Brandenburg U, Lagaly G (1988) Rheological properties of sodium montmorillonite dispersions. Appl Clay Sci 3:263–279 Bruyne NA, Houwink R (1951) Adhesion and Adhesives. 1st edn. Amesterdam: Elsevier, 66, 9–32 Burbaum U (2009) Adhäsion bindiger Böden an Werkstoffoberflächen von Tunnelvortriebsmaschinen. Technische Universität Darmstadt, September, Institut für Angewandte Geowissenschaften Burbaum U, Sass I (2016) Physics of adhesion of soils to solid surfaces. Bull Eng Geology Environ 1–9. doi:10.1007/s10064-016-0875-5 Burbaum U, Sass I, Breuer B (2010) Verklebungseigenschaften von veränderlich festen Tonsteinen am Beispiel des Stuttgarter Lias & #x03B1. Geotechnik 33(2):175–178 Cerato AB, Lutenegger AJ (2002) Determination of the surface area of fine-grained soils by the ethylene glycol monoethyl ether (EGME) method. Geotech Test J 25:1–7 Clem AG, Doehler RW (1961) Industrial application of bentonite. Clays Clay Miner 10:272–283 Donahue M, Shickluna (1977) Soils: an introduction to soils and plant growth (4 edn). Inglewood Cliffs, New Jersey 07632: Prentice- Hall, 115–116 Feinendegen M, Ziegler M, Weh M, Spagnoli G, Stanjek H (2010) A new laboratory test to evaluate the problem of clogging in mechanical tunnel driving with EPB-shields. In: Rock mechanics in civil and environmental engineering: Taylor Francis Group, London, UK, 429–432 Feinendegen M, Ziegler M, Weh M, Spagnoli G (2011) Clogging during EPB- tunnelling: Occurrence, classification and new manipulation methods. Conference: World Tunnel Congress, At Helsinki Fernández-Steeger TM, Feinendegen M, Zwick O, Azzam R, Ziegler M, Stanjek H, Peschard A, Pralle N (2008) Interfacial processes between mineral and tool surfaces: causes, problems and solution in mechanical tunnel driving. Geotech Sci Rep 12:46–57 Fountaine ER (1954) Investigation into the mechanism of soil adhesion. J Soil Sci 2(5):251–263 Geodata SPA (1995) Review of alternative construction methods and feasibility of proposed methods for constructing Attiko Metro Extension of Line 3 to Egaleo Attiko Metro S.A., Greece Ghafoori M, Mastropasqua M, Carter JP, Airey DW (1993) Engineering properties of Ashfield shale, Australia. Bulletin IAEG No 48 Grim RE (1962) Applied Clay Mineralogy McGraw-Hill, New York Healey A (1926) Trans Inst Rubber Ind 1, 334, quoted in: Maugis D (1991) Adherence and fracture mechanics. In: Lee LH (ed) Adhesive bonding. Plenum Pub. Corp., pp 303–335 Heuser M, Spagnoli G, Leroy P, Klitzsch N, Stanjek H (2012) Electro-osmotic flow in clays and its potential for reducing clogging in mechanical tunnel driving. Bull Eng Geol Environ 71:721–733 Hollmann FS, Thewes M (2013) Assessment method for clay clogging and disintegration of fines in mechanized tunneling. Tunn Undergr Space Technol 37:96–106 Jancsecz S, Krause R, Langmaack L (1999) Advantages of soil conditioning in shield tunneling: Experiences of LRTS Izmir. Proceedings of the International Congress on Challenges of the 21st Century. Alten et al. (eds) Balkema, Rotterdam, 865–875 Jia X (2006) Unsmooth cuticles of soil animals and theoretical analysis of their hydrophobicity and anti-soil-adhesion mechanism. J Colloid Interface Sci 2(295):490–494 Khabbazi A, Ghafoori M, Cheshomi A, Karami AY (2014) Design and manufacture of soil-metal adhesion test device and checking repeatability of results. Journal of Iranian Association of Engineering Geology, ISSN 2228-5245. (Persian language) Kooistra A, Verhoef PNW, Broere W, Ngan-Tillard DJM, Vantol AF (1998) Appraisal of stickiness of natural clays from laboratory tests. In: Proceedings of the 25th National Symposium of Engineering Geology in the Netherlands Kosoglu LM, Bickmore BR, Filz GM, Madden AS (2010) Atomic force microscopy method for measuring Smectite coefficient of friction. Clays Clay Miner 58:813–820 Leroy P, Revil A, Altmann S, Tournassat C (2007) Modeling the composition of the pore water in a clay-rock geological formation (Callovo-Oxfordian, France). Geochimica Cosmochi-mica Acta 71(5):1087–1097. doi:10.1016/j.gca.2006.11.009 Low PF (1979) Nature and properties of water in montmorillonite-water systems. Soil Sci Soc Am J 43:651–658 Mitchell JK (1976) Fundamentals of soil behavior John Wiley and Sons, Inc., New York Oslon RE (1974) Shearing strength of kaolinite, illite and montmorillonite. J Geotech Eng Div ASCE 100:1215–1229 Revil A (2003) Leroy P (2004) Constitutive equations for ionic transport in porous shales. J Geophys Res Solid Earth 109:B3. doi:10.1029/b002755 Sass I, Burbaum U (2009) a method for assessing adhesion of clays to tunneling machines. Bull Eng Geol Environ 68:27–34 Satomi T, Nihei H, Takahashi H (2007) Experimental consideration of adhesion properties between clay-rich soil and metallic material surface Schlick G (1989) Adhäsion im Boden-Werkzeug-System. Veröffentlichungen des Instituts für Maschinenwesen im Baubetrieb, Reihe F/Heft 39, Karlsruhe Serra O (1988) Clay, silt, sand, shales: a guide for well-log interpretation of siliciclastic deposits. (Accessed 5 April 2015) http://log.wellmath.ca/gallery/Reference%20CD/Clays/Clay,%20Silt,%20Sand,%20Shales.pdf Spagnoli G, Stanjek H, Fernández-Steeger T, Feinendegen M, Azzam R (2009) Modification of mechanical behavior of clays for improving TBM tunnel driving. In: Proceedings of the Underground Space Seminar/Rock Engineering Seminar, Finnish Tunnelling Association and Finnish National Group of ISRM, 217–224 Spagnoli G, Fernandez-Steeger TM, Azzam R, Feinendegen M, Neher HP,Stanjek H (2010a). Investigation of adherence behaviour and related effects on different scales in mechanical tunnel driving In: Proceedings of Underground Construction Prague 2010, Transport and City Tunnels, 692–699 Spagnoli G, Fernández-Steeger T, Feinendegen M, Stanjek H, Azzam R (2010b) The influence of the dielectric constant and electrolyte concentration of the pore fluids on the undrained shear strength of smectite. Soils Found 50:757–763 Spagnoli G, Rubinos D, Stanjek H, Ferna´ndez Steeger T, Feinendegen M, Azzam R (2011) Undrained shear strength of clays as modified by pH variations. Bull Eng Geol Environ 71:135–148 Spagnoli G, Feinendegen M, Rubinson D (2012a) Modification of clay adhesion to improve tunnelling excavation. Ground Improvement 166:21–31 Spagnoli G, Stanjek H, Sridharan A (2012b) Influence of ethanol/water mixture on the undrained shear strength of pure clays. Bull Eng Geol Environ 71:389–398 Sridharan A (2002) Engineering behavior of clays: Influence of mineralogy and chemo-mechanical coupling in clays. Nano-Scale to Engineering Applications (Di Maio Hueckel and Loret, editors) 3–27 Sridharan A, Venkatappa RG (1973) Mechanisms controlling volume change of saturated clays and the role of the effective stress concept. Geotechnique 23 3:359–382 SubbaRao KS, Allam MM, Robinson RG (2002) Anapparatus for evaluating adhesion between soils and solid surfaces. J Test Eval 30(27–36) Thewes M (1999) Adhäsion von Tonböden beim Tunnelvortrieb mit Flüssigkeitsschilden, Berichte aus Grundbau und Bodenmechanik der Bergischen Universität Gesamthochschule Wuppertal, Fachbereich Bauingenieurwesen, vol 21. Wuppertal, Shaker Thewes M, Burger W (2004) Clogging risks for TBM drives in clay. Tunnels and Tunnelling International, 28–31 Thewes M, Burger W (2005) Clogging of TBM drives in clay-identification and mitigation of risks. In: Underground space use: analysis of the past and lessons for the future. (Erdem and Solak, editors) Taylor and Francis, London, 2(737–742) Tong J, Ren L, Chen B, Qaisrant AR (1994) Characteristics of Adhesion between Soil and Solid Surfaces. J Terramechanics March 2(31):93–105 Warkentin BP, Yong RN (1960) Shear strength of montmorillonite and kaolinite related to inter-particle forces. Clays Clay Miner 9:219–220 Weh M, Zwick O, Ziegler M (2009) Mechanizeddriving in subsoil prone to clogging: part 1. Tunnel 1:25–36 Yong RN, Warkentin BP (1975) Soil properties and behavior. Elsevier scientific publishing co, New York Yukselen Y, Kaya A (2006) Prediction of cation exchange capacity from soil index properties. Clay Miner 41:827–837 Zimnik R, Baalen RW, Verhoef PNW, Broere W, Ngan-Tillard, DJM (2000) The adherence of clay to steel surfaces. In: Proceedings of GeoEng 2000: An International Conference on Geotechnical and Geological Engineering Zumsteg A, Puzrin AM (2012) Stickiness and adhesion of conditioned clay pastes. Tunne Undergr Space Technol 31:86–96